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109,111,113 Sylvan Dr (vault) PERMIT WORKSHEET -rk I rPt_e5e- t ocy , ilk , its JOB ADDRESS 5 Y L,Q Poj 7�) R TYPE WORK Sy1Javr Lye . PROPERTY OWNER T-w n hoyr&c5 , LLC. - TELEPHONE 7-L4(. - 573-7 CONTRACTOR (iar in e e. Conn-Locl ova TELEPHONE PERMIT NUMBER c> 3 - ZtoUC DATE ISSUED S' Z`� - U 3 INSPECTIONS: FOOTING-1 09- Cc-t5 -03 SLAB c'.°`a •c Fi rt L�_^cz t l - TIE BEAM LINTEL NAILINGISHEATHING FRAMINGICOVER UP 7-- l- 03 . 9 INSULATIO �t1 � FINAL BUILD G I l I-z9-6 'Ig5 ! l -• CERTIFICATE OF OCCUPANCY � I - $ TREE PERMIT ISSUED? PERM NUMBER Ioq ELECTRICAL PERMIT NUMBER 1 1 I _ �lv1,01 DATE COPY SENT TO JEA If-3 ac8 I.?I .TEMPORARY POLE PERMIT NUMBER 03-aL,ab 3 DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? ES NO INSPECTIONS: ROUGH ELECTRIC W.o3 C4u) RELEASED TO JEA TEMP. POWER /a-3c•C5 a -61� RELEASED TO JEA a� d TEMP. POLE RELEASED TO JEA FINAL I C3- ZL Qo 109 -MECHANICAL PERMIT NUMBER 1,0-1C] 113 INSPECTIONS: ROUGH IV•ly•b;S (6LL) FINAL �� I PLUMBING PERMIT NUMBER:)_Woo �a LI oZCp� INSPECTIONS: ROUGHIUNDER LAB TOPOUT 10 114•r C WATERISEWER FINAL 2 DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: l -2'(-64 DATE PD. DATE PD. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/18/04 Parcel Number . . . . . 170650-0000-2 - Property Address . . . 111 SYLVAN DR Subdivision Name . ATLANTIC BEACH FL 32233 Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . SYLVAN DRIVE TOWNHOMES, LLC Contractor . . . . . . BARNETTE CONSTRUCTION INC. 904 249-9839 Application number 04-40026000 000 000 Description of Work MULTI-FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . C B `uilding Offici 1 VOID UNLESS SIGNED BY BUILDING OFFICIAL ip Output Page 1 of 1 JAXGIS Property Information 182 197 33s - 72 18S 198 192 -__ 1T0 183 138 1$9 1$4 136 92 167 -� 199 144 i� 18T 135 _ 1641 Oft 464 142 -- 143 163 ~ 141~— - 142 126 - '(,3 124 1L� --- 17 X30'0 0 47S 473 461 113 313 144 Sy dPro 469 533 469 461 341 T- Copyrip ht JC)2002 C ilyof J=11® nvillq,FI 01 Tota/ at ap ega! Flood E# Name Address Value cres ook net scritions one andUse oning PAN AM INVESTMENTS INC 1-2S-29E 170650 000 5390 0.12 0 2 ALTAIR SEC 3 NO 2233 LOT 721 http://maps.coj.net/website/DuvalMaps/toolbar.asp 4/30/2003 ap Output Page 1 of 1 JAXGIS Property Information 181 197 1 su 183 198 21 1 r 192 _y / 183 r 18+1 139 197 167 102 199 168 187 133 169 181 4" 469 163 1" 163 141 142 126 124 73 73 113 17 51 313 144 535 460 469 461 455 �• Sol Copyrig h{JC)2DD2 C iiy of Jacl®onuiR_- FI 01 Total Plat Map Legal Flood E# Name Address Value Acres Book Panel Descriptions Zone andUse oning PAN AM INVESTMENTS INC 1-2S-29E 170651 000 4500 0.11 0000 5622 SALTAIR SEC 3 NO 2233 LOT 722 http-.Hmaps.coj.net/website/DuvalMaps/toolbar.asp 4/30/2003 CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD JS ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us rjj PLAN F—EVI W COMMENTS Permit Application # 1p Q U Q Applicant: - Address: t Project: S't Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed b In Signed Date d S D�i 'y 3 Contractor Notified Date CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 1/07/04 Parcel Number . . . . . 170650-0000-3 - Property Address . . . 113 SYLVAN DR ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . SYLVAN DRIVE TOWNEHOMES, LLC Contractor . . . . . . BARNETTE CONSTRUCTION INC 904 9839 Application number 04-00026000 000 000 Description of Work MULTI-FAMILY RESIDENCE Construction type . . . Occupancy type Flood Zone . . . . . . Approved Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH 11 Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: �2-1 I _� ' 0 v l Contractor Name: I<- a►'o c ik_ Permit #: ©'j 'vZ�p C en Property Address: t S�� V Cur\ I�y� Legal Description: �� 7i� 4- 1-3 -ar, !� I d. IDGA , I Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: 0 Single-Family Residence 0 Commercial E2" Other: -TV I �C)( Lowest Floor Elevation: ) . Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Planning Dept. Building Dept. ?�— Final Survey with FFE LU Yes 0 No All Re-Inspect Fees Paid EA/ Yes 0 No MAP SHOWING BOUNDARY SURVEY LOT 721 AND 722 AS SHOWN ON MAP OF SECTION NO. 3, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 0 T 7 2 0 CERTRIFIED TO: HAMILTON APPRAISAL SERVICES FOUND ).00' 1/2"IRON PIPE (NO CAP) �y6' W)OD FptCE X_ X FENCE CLEAR 0.1' FRE�gY OF ATLANTIC BEACH BUILDING & ZONING cn g JAN 0 9 2004 r N .01, BY: o � �i O 6.7• J r O 0 �Q O .`S O � FENCE ^' 2—STORY GRAPHIC SCALE 1. o m S FRAME RESIDENCE ( IX FECI') I Inch- IC K 9 'S- O N 19.0' FOUND 1/2`IRON PIPE (NO CAP) CONC. DRIVEWAY d r77,2a7SAXMOA nOV(aS-w-iJ m8 i*"W IT AC4RS n(WVA RAW AW RIE CI KWi RA/S9 SEK A nOWA LIMWD AVPW£ AAD MAPA" RIS LYTAWAC swym Pur m YAP IS fw gFABVAnmu RknpoF a1(r,AM IS Mor YAUD. NClW 1.Ab BCAR°.Y'Lw Armw PL4r o7av S d13D..Ar Io AUc.SAA� Aww C ac�c�`4wt471 KNeWf DA IE02-28-0J 2 TAb b e Y 7xg /v )aory SCALE 20' ..rnLR w-0 w -9-1mNd Owdrk MrALW aerrnrr of 1929,(MG YD.of 1929) - 'Q"TA� .A'!9 i✓o. ..01&Whk Plleb" M.peorr7.r..wr A wn Ab.INK,Zm Y(-r.b1r 5X T..r eroe1173`-- Nowr on UII FVcdd r7 Ahlay�rrrrr Aprr Y rT.EMA.)Nob fkos Ir.urmcr Ropvn,flecd.FVr.v�c�Ro(. /F1R.AV) Anr N—Ad 1XVTJ OXI D p�nwnr pG',x 38 T1--7 Mae R.~a1r.:Awf 17 1910 FLE_u3 116,oro X CSrora ort aR S UNm oMw�v.rghQ my PwT.o+of M parr EYor m y A.errrw or/Y8�, r °Mrs a mel n.r.o�elR `y w°q.„..rr rr,r�:..r r.a r Iry..wrlw A-(L.LER!a ASSOMTES 6 TAr.r M ArAleed s or E hof Rwmd..w>rncw°y Ne.smmiwho+Mor AFOTI5OVAL LAIC S7A9"ORS Ao..no1°.rr si9.n Irr.or. 6771 WIQY b'W.SWIF 407 Fc.(RN/77/-5738 TMAIXAVS THAT MAY rr(/.SfD Ay np5 AIPI£Y7ACw �NCVSY/.NLL&20PA7A.71116 Tr. (9CTlJ 71r-7226 IBM P.aP. P-1 ck.,dPahl Le. LMre9ay N['4 NAf ns AR EYbA nac sne mrt rr?A.ACW P.RM. Prrrrwrrr M!r�cv Ywwmwr LS LaM S✓wp- FEfG Cw[!T YY 9PeXV.aY Ap r AIXUZLHt£WN AF P.aC PnF1 el Onefr. IEA Afebe'rW.l:YCM!AUMarry ..i Mr SlN<uNS AT t;'/rLwFD.aO.gJ f7lN'IY lK Rar NAIL IN WOOD Pae P.nr of eh(ers,...h.:cgravr,, EaMawr . - a °ANim `aP.c �& 0 POWER POLE OL ONAeI FELEVA TION..(9.41) a ,ua Pa .ev.ea1et P.- .yM A. NI MIF 01 FLO%DA.REaSTMID B.R.L. 6bIlp A`.9trA.,LM n� aus alvey t arrmn.�x. LAND SURYEnW,, C RARCA IE No. J848 LNre of coed A.gV.yv s Esnr e r Lr. °vr fb. MAP F/LE NO. LG-1,3967 0 / 9'CONCRE, FOUND DRi VEWA y 1/2"IRAN PIPE / (NO CAP) FENCE QQ� ON UNE 5 4\ O ,!'�• ^,� gob? / 10.7 I 10.7 4 "' Q 10.7' 10.7 �_� 10.7' J J N i U ? / 10.7 I � I U � N � 49.3' �O m FOUN � �`T`• I \ / 1/2"1R PIPE (NO CA —� 24 RCP -----24"R.C_P__---- 7'1.97' FOUND ----- 50.04'(1 ---------- A / - 1/2"IRON PIPE Rl (NO CAP) / INV. W...(3.53) GRA TE..(7.04) / SLOT..(6.27) INV. E..(3.72) � _ STURDIVANT A V ]Vt (50' RIGHT OF WAY) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 1/29/04 Parcel Number . . . . . 170650-0000-1 - Property Address . . . 109 SYLVAN DR ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . SYLVAN DRIVE TOWNHOMES, LLL Contractor . . . . . . BARNETTE CONSTRUCTION INC. Application number 03-00026000 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . . RESIDENTIAL 2 Flood Zone . . . . . . Approved . . . . . . . ��-- Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: p Q Property Address: s``� �- Nj Legal Description: Improvements to the above-described property have been completed in accordance With the terms of the permit and are certified to be ready for occupancy as: E:1 Single-Family Residence 0 Commercial Other: 7L- Lowest Floor Elevation: Required As Built The followin; O "ertificate of Occupancy: Department O pproved Approved By Fire Dept. Public Work5 Planning De V_ 2 Building De S44J' � - 7-P _ Y Final Surve > No All Re-Inspo No � a �.� ca 4k,,. svlj 4 r t APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE '�► lF Copy FIL c 1 rr � `7 O 1 RECEIVED 0 V �,/1 Ur, OF ATLANTIC BEACH ro 1 BDING & ZONING �- CITY OF ATLANTIC BEACH MAY 0 2 2003 BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE ANS DUPLEX CONSTRUCTION) I BY. Date: Job Address: Owner of Property: Address: 3(001 4X. Ar4 DO_Jqe .krZ=J J1e, hEACj::J "7-Q Telephone: 241�)- Legal Description: Block Number: Lot Number: qZ I-72.7 _Zoning District: Contractor: t6yV1 ?*, T 6, 1�,r v-, 4�,� State License Number: e-- t;4 vs7z 7/ Contractor's Address: 441 ATI.&MCe &J11 , Lt LTI= 3 ATL.wTic afigcA± Telephone: IA41 - q 15'6q Fax: 2*7 - 174A Describe proposed use and work to be done: CL9(.1["I A67r(cr,1 DF -ry4o 'S_CCe_ 'tY4P.J-=C Present use of land or building(s): �l�.J'[ Valuation of proposed construction: 31� Is approval of Homeowner's Association or other private entity required?�0 If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. [rYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. t Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 S75_3 Submit Tree Removal Application if trees are to be removed or relocated PeZ4-t 17r A-T PC H-� STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page I Revised 1/14/03 Output Page 1 of 1 -- JAXGIS Property Information 1 } 197 ~ __ 196 -� rf rM1 21 --__ 192 183 r ~~ r rr 169 r'' 197 r 167 182 199 168 187 { 135 164 181 460 4M 183 144 163 141 142 12,6 ---- 124 T5 73 17 51 0 1 4 �J 4 0 ~ I 469 661 455 -rx cl®anwillq,FI Total Plat Map Legal Flood E# ame cress Value Acres Book Panel Descriptions one andUse Zoning PAN AM INVESTMENTS INC 1-2S-29E 170651 000 44500 0.11 0000 5622 SALTAIR SEC 3 NO [2233 LOT 722 http://maps.coj.net/website/DuvalMaps/toolbar.asp 5/2/2003 ' tput Page 1 of 1 ROM- "N y _ JAXGIS Property Information 182 197 -- 532-172 -- ``17 1a5 198 192 170 183 15'8 189 184 197 156 167 182 199 144 168 187 142 155 160 1$1 460 460 143 141 163 141 142 126 124 115 6500 4 475 473 461 515 104 i 4w ! I 535 469 481 - - LT- -- 501 --501 Copryrig h{JC)20M C ity of J3cl5onv4--FI a Total Plat Map Legal Flood E# Name Address Value Acres Book Panel escri tions one andUse Zoning PAN AM INVESTMENTS INC 1-2S-29E 1706500000 45390 0.12 0000 5622 SALTAIR SEC 3 NO 2233 LOT 721 http://maps.coj.net/website/DuvalMaps/toolbar.asp 5/2/2003 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 1/29/04 Parcel Number . . . . . 170650-0000-1 - Property Address . . . 109 SYLVAN DR Subdivision Name ATLANTIC BEACH FL 32233 Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . SYLVAN DRIVE TOWNHOMES, LLL Contractor . . . . BARNETTE CONSTRUCTION INC. Application number 03-00026000 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . . RESIDENTIAL 2 Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL I WEATHER GUARD, INC. 305 Division Avenue•Ormond Beach,Florida 32174.386-677-5533"1-800-223-6283 5150 Palm Valley Road,Suite 101 •Ponte Vedra, Florida 32082 p a sorra. -)"904-273-3131 AGREEMENT FOR PURCHASE AND INSTALLATION This Agreement is made this / day of r, 20by and between Name.5yLvdfgTccul P ,I1,7; f i 1. located at / /�i/I fI� t_ rj/V ! t. City i'f t l ! f( , i, t I St f ( Zip -2 7 `: Phone ,,I. 't 9 - z 11 "9 (hereinafter"Buyer"),and WEATHER GUARD,INC.(hereinafter"Seller").For the total consideration of$ paid in whole or in part as shown below,Seller agrees to install storm shutters which meet local building code requirements, if any,for storm shutters(initial here ),or sun shades to be installed to meet local building code requirements,if any. Initial here ( )• T�t l/tt SNI( 7 /`l , Products are to be installed on the premises situated in County,State of owned by the Buyer and described as:Lot Block Subdivision .The address of the above described premises is: wKath Heigh Type Style Man Motor M.O. splits Total Price _ L I " 1 1 i) r ,n': i t/t f` Sales Tax(if applicable 6 Total Contract Lr ( Deposit 1/3 Min.Required t Bal.Due Upon Com letion C This contract is subject to terms and condition below.Installation to be com- pleted within to weeks from date of receipt of deposit. Purchaser Sign Here type of Installation Windows 0 Sliding Glass Doors ❑ Screen Room ❑ SPECIAL INSTRUCTIONS: open Balcony ❑ " [ ,//;)' / 't t! t, /l Source 1 7 1.//- - t Shutters ❑ IV 7 Panels Accordion ❑ L, .` 1- 6 /; -7 L` t` T I~ 1-t !1 Other ❑ i ! ! _` � 7r- Color t t_, 1, , i l i/C C 1-7it /Vdt /} � C / Immediately upon installation or delivery of the articles covered by this.agreement,t parties hereto agree that the articles shall become a part of the realty and shall be considered an improvement thereto. This Agreement is subject to credit and installation approval from the homeoffice of Seller,and is subject to prior sale,government regulations and requirement,strikes and other factors beyond Seller's control which would prevent or delay delivery.Buyer grants Seller permission to photograph the installation and use such photographs in future sales presentations or advertising. The storm shutters and/or sun shades referred to in this agreement are to be specially fabricated to fit Buyer's needs.The Buyer,therefore,agrees that if this Agreement is cancelled for any reason whatsoever after the Seller has begun fabrication,the Buyer will pay as"Liquidated Damages"to Seller a sum of money equal to 50%of the price herein agreed to be paid wiout proof of loss or damage. On all orders whether C.O.D.or time.payment,payments`are due as stated.All late payments are subject to interest charges of 1'h%per month until collection is complete. Multiple shutters operated off one operator may not align horizontally when raised or lowered.Air vents may not align with slats above or below.All shutter installations are designed o be water fes tans under normal rain conditions,light may appear when in a closed condition. Seller is not responsible or liable for any d;age to hidden conditions,such as electrical,plum4ing,post-tension cables,re-bar,etc. LIMITED WARRANTY Seller,located at 305 Division Avenue,Ormond Beach,Florida 32174;warrants it roll storm shutters to be free from defects in material under normal use for a period of 10 years(prorated after 5 years),see warranty certificate for details.Motors have a 5 year replacement warranty.Accordion shutters have a warranty against material defects for a period of rive years;paint finish one year.All other new shutters or accessories have a warranty against material defects for 2 years.All type shutters above will have a 2 year labor warranty.All warranties described above,will start the day the installation is complete. The above warranty is for labor and material only.The use of scaffolding or special equipment is not covered under this warranty. EXCEPT TO THE EXTENT THAT IMPLIED WARRANTIES MAY EXIST BY VIRTUE OF THE MAGNUSO,N-MOSS WARRANTY ACT,THERE ARE NO OTHER WARRANTIES OR LIABILITIES,EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANT ABILITY OR FITNESS FOR A PARTICULAR PURPOSE, MADE BY THE SELLER,ALL WARRANTIES,EXPRESS OR IMPLIED,SHALL BE LIMITED IN DURATION TO A PERIOD AS STATED ABOVE FROM THE DATE OF INSTALLATION,SELLER SHALL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES.CORRECTION OF DEFECTS AS SPECIFIED ABOVE SHALL CONSTITUTE FULFILLMENT OF ALL SELLER'S LIABILITIES TO BUYER WHETHER BASED ON CONTRACT,TORT OR OTHERWISE. Seller does not authorize anyone to assume any liability or to make any represe�on in connection with the sale of Seller's products or to extend the terms of this limited warranty.This warranty shall not apply to any storm shutter,sun shade or accessory sold by Seller if,in the judgement of the Seller,it has been subject to misuse,negligence or accident,or has been altered,equipped or repaired in any way with any parts not supplied or approved by Seller. BUYER'S RIGHT TO-CANCEL This is a home solicitation sale and if the Buyer does not want the goods or service,you may cancel this agreement by mailing a notice to the Seller.This notice must be postmarked on or before the Third Business day after you sign this Agreement.If you cancel this Agreement,the Seller may keep all or part of any cash down payment which does not exceed the lesser of 5%or the cash price of$50.00.If after the"Buyer's Right to Cancel"period of time,and Buyer elects to cancel afterwards,the Seller may keep all of deposit paid. NOTICE TO BUYER 1. Do not sign this Ag/eement before you read it. 2. You are entitled to an exact copy of the Agreement before you sign. 3. If Seller prevails against Buyer in any legal action arising directly or indirectly from this Agreement,Seller shall be entitled to recover reasonable attorneys fees from,both tri¢I and appellate levels. J _Buyer hereby acknowledges receipt of a true copy of the Agreement,this I day of i t '� i ?/., 20_1.. ?/ Salesman of Seller,Weather Guard,Inc. yuYer Accepted Buyer _Y -oduct PRODUCT , r Ir "! r -1r � r ■ Overview Product Search Organization Product View Search Application Attachments ■ tiO�Agl6►�.. ■ ��• User: Public User -Not Associated with Organization- ■ Need Help? Product Manufacturer: 1At k►er C lard, Inc. Category: (ALL) Subcategory: I - Application#: I — (FL####...) Application Status: (ALL) New Product I Search Page: Go Page 1 /1 Manufacturer CategoryApp Validation Subcategory # Enti Status Weather Guard, Miami-Dade Inc. Shutters Accordion FL155 BCCO-VAL Approved Walter A.Tillit Weather Guard, Inc. Shutter, Roll-up L388Jr.,P.E. Approved � Miami-Dade ICE Weather Guard,Inc. ShuttersRoll-up FL144 BCCO-VALApproved Page:F— Page I /1 Irt i ii Copyright and Disclaimer;02000 The State of Florida.All rights reserved. 4 01 : 51p Weather Guard Inc 386 677 9281 p. l Ln � l :.xso•� 2 0.0�� r• 'p Mar. PANR C[NRR/(.%'EF SCHEDULE)- -IT [HfDUIF) 1 1' zi xi;� x• y � ,�>•^ ^+e xx >:'�: ^ :2ri2x +::fix++• � :� n _..• aro � ' �^ --� j w.... rw+eL teNetw(scc�areV,/t[/ � - �[ :?. t O �o "' n .72`3+��+++:•. .XfXl• �, kwY-7P T/9. _ w•r. PANIL LLIHO(SCE I(A; US£-CCN6fN�'NR PANFt Fqh Al re All E Q A� IE sIR 61 7L A �. ZLea CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 1/07/04 Parcel Number . . . . . 170650-0000-3 - Property Address . . . 113 SYLVAN DR ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . SYLVAN DRIVE TOWNEHOMES, LLC Contractor . . . . . . BARNETTE CONSTRUCTION INC 904 9839 Application number 04-00026000 000 000 Description of Work MULTI-FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . i Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: t t Contractor Name: Permit #: ; Property Address: 1 ` t Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial © Other: tz L X Lowest Floor Elevation: Required As Built AnE> upieted before issuing Certificate of Occupancy: VI �r ate Notified Date Approved Approved By * 5(p O 1 000 — -__ -2 — o c� ot 44 re F-1No ❑ No nn1� //CITY OF _�� ri/KCsK+tI,C /3�-1f{iu*44 Office of Building Official x'77 REQUEST FOR INSPECTION Date LZO`� Permit No. � Time A.M. Received Pm' Job Address f /Locality Owner'sS�) v1 _/ Name I � Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel P. Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. FridayP.M. Inspection Made 0 .0 Inspector Final Inspection ❑ Certificate of Occupancy ❑ PIZ rz\ I N Date 4) NORTH XS "WY."r 'TIrV vow i Z 4 CD 114 All 1! All, n cl r. iga all All Pis LIt OBP,4 !nAqc:7. on-i-uur- r L.7.),vrw, :Aa lueg ZOO AO zoo :z9vd S689LPZ (606) 1+ :01 x?A :Wo'dl Wd qO:C VOOZIL/T 1/7/2004 3:05 PM FROM: Fax TO: +1 (904) 2475845 PAGE: 001 OF 002 ANSBACHER & SCHNEIDER, P. A. ATTORNEYS AT LAW MAILING ADDRESS P.O.Box 551260 JACKSONVILLE,FLORIDA 32255-1260 LEWISANSBACHER TELEPHONE(904)296-0100 MICHAEL N.SCHNEIDER FACSB1.E(904 )296-2842 LAWRENCE\1,ANSBACHER c o n f i d e n t i a l To: Jennifer Fax Number. +1 (904)2475845 I From: Elaine M. Silver Fax Number.- (904)296-284 Business Phone: (904)296-0100 Pages., 2 INCLUDING COVER SHEET Date/Time: 1/7/2004 3:05:26 PM Subject: Sylvan Drive Foundation Elevation Survey Stephen is driving to Richard Miller's office to pick-up an original and bring it to you. His cell number is 463-1772. Thanks THIS TRANSMISSION MAY INCLUDE DOCUMENTS WHICH ARE CONFIDENTIAL AND PRIVILEGED. IF YOU RECEIVE THIS TRANSMISSION IN ERROR, PLEASE DESTROY ALL DOCUMENTS RECEIVED AND ADVISE US OF THE ERROR. BELFORT ROAD SOUTHPROFEWONAL PARK SL50 BELFORT ROAD,BU LUM 100,JACKSONVnLF,FLORIDA 32256 MAP SHO WING BOUNDARY SURVEY OF UNIT 109: A part of Lots 721 and 722 as shown on the map of Section No. 3, Soltcir, as recorded in Plat Book 10, Page 16 of the Current Public Records of Duval County, Florida, being more particularly described as follows: BEGINNING at the intersection of the Northerly right of way line of Sturdivant Avenue, with the Easterly right of way line of Sylvan Avenue (both being 50 foot rights of way as now established); thence North 22'15'16" East, along said Easterly right of way line of Sylvan Avenue, 40.34 feet; thence North 8928'06" East, 106.39 feet to a point 0 T 7 2 0 situate in the East line of said Lot 722; thence South 00'3154" East, along said lost mentioned line, 37.08 feet to the Southeast corner thereof and c point situate in said FOUND 1/2' I.P. Northerly right of way line of Sturdivant Avenue; thence South 892450" West, along said -'6'53 E (NO CAP) Northerly right of way line, 122.01 feet to the POINT OF BEGINNING. 6 N1" NCE X_ X_ _ 50.00' FENCE CLEAR 0.1' o CERTRIFIED T0: HAMILTON APPRAISAL SERVICES oa W 7 Ci 00 V ( 1P < Q7 6.8' P O F- N O J d U� S a. O CE O (V N SET 1/2" I.P. o w No5189 2-STORY . 6.5' FRAME RESIDENCE Ci O° gzti 9 U Ld 6.8' � In O f� M O O V) M 3 w �+ a )4' (so'Pur) 0 OCTMER 29, 200J- FINAL (03-346-6) ,1Vc FOUND 112" f.P. --�AINE 27, 200,E FOUNDAIICW(03-346-4)SRS (NO CAP) U (MESS/r 6E4RS 7AC S L2"7LiY AAO 7'W0gAQVA(RAIMV.FAL 00'A Raxu LAMW3D 5wW',DP AAO KAAf V� —auwK str�PtAr ae auP a fm mzwA7ay&Puv7vtz's aw r Aw/s nor vAtaa NOTES 1. AV,—Aw ov Arman Atwr InaD AEA.Afity AAa,s s omvt LEGEND DA 7F 02-28-OJ 2 7Ms b e SEA.wtAYrs sto.n Ma. 1-1 .to uS Caa.ra and n-Wk-9—y D.%m Noar,a O DS vmN mwwx ror wr SCALE 1=2020 G oh'tk Krt 0-t-d 1974 (k a Y.(t d/9291 A'-+ aw.Es fvwr7�y,�.�,p7 "No. �3 4 R), a aWfdr pWt*g 0 bM.Pyo.7y ? JO~Aw Wk ~A— ^(mj&#5W,-Axb mxJ O �,��;,/!�AREA'f A34'C F B. 1116 W-"w oa M.FaolwW a ws+xr Ak-pw r t Ag—,(XEA".4 AWAwa 97 *? . P/VPWM Rood Mai.oAcr Rots 4Ay(E/.R.At.)C—&p-Porti A4,N�-12W7S poor D �`�"1O M - _ #. Arms wr•: tiwr 17 /axsc x m vA s awar an P. f7CE 03-346 dwo S GiiMs oMswW nats4 any P-ti-d t/'.Poco•Mat may a d...w m avow * by Sr-fa-6b—Mr A9-4w Am iwf b..,d trm arM ory AhWRy_dt*q TE f ffi.-a�.,P-d RICHARD A. MILLER & ASSOCIATES e n.may nm.not e..,a..,.6—t nrsua by tRA..,o„awbe,a&WPRa'FssavA((Ano aR W-toes bw, 67M BEAot a w., -W7F,0 1 Fax(9YNJ 717-s75s Aa9irNA7,ayS'77ur KAr a' WV usn N 77995'Stav1l7' �44QMWKt.(4 RaWA JW5 rata (917!)721-7229 P.CP. Annsr�+t a.&,v P htLit PAM Ar)ryy,t AWa—Ai--1 LS ( �'� AQ d IA COMY ANT 7W SLWWV IS A MME A VW3EVrAAUV a,M AC7f/r P.AC AMt d A.roh.. IEA .diofaer EYrME A.MaA' f1F[D swf[L KKIE u KY s/RM6oY Mo Av ACLt7l3N1T�At AE P.QH Pohl d 2—pl-tW EVW F I y rrwat icrawAor nAts aM'A%w+n.sr rnvAt d nc anot P.C Poht d OA'+.M ,tom ,t ' w A1�9 Or A104m]W,!Al.f. swIC106•MD AtM�q N dNRR fN71-[ P.T. Pobt d 7op,r ry T.K (1riY nAr.rb. (�+i 0"-AR MMO-t0.4 A aWW AMMO-OUAW CaW ASA it M ..RC IiBHyrf dAMa.dwtu► aK ok.*~Lp— 'rte 4f dtr7 Ra/b57AAMS' �K R Ibtnv 0w0 6Mavrn^ l Pp P-9. (O_i� 'K(�»APAP RAOYZ0 A. ANI", S E F( A� R. HL Arrbk7Ayr LA. o_ $ Q 2L"Ed`, '" '°" LAND-WRWYER,, cERnRC-47F No 3848 N ' o 91 D,:WCRE l DRIVEWAY a' FENCE E� N89' 29.97' / I N �o � ^ N N N I 44.2' L L�`�� i d' o f- 11- _ U ?1,4' „ 0 I 0 z r7 10.7' J I J C I O Z 10.7' m O / o O 10.7' A •- SET 1/2- I.P. I (n / No. 5189 N89'28'06"E In 7. 106.39' / o Cp �o,p9S• I O 0O 10.7' I (n / ry!� p' 9• N I Z cV I 2 = 49.5' POINT OF it BEGINNING w .9 / 717' 50.0 CATCH BASIN S89*24'50"W 122.01' STURDI VANT A VENZ (50' RIGHT OF WAY) "tCITY OF ATLANTIC BEACH �•"' I 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Dills) Application Number . . . . . 03-00026000 Date 12/17/03 Property Address . . . . . . 109 SYLVAN DR Tenant nbr, name . . . . . . TRIPLEX 109, 111, 113SYLVAN Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 Owner Contractor SYLVAN DRIVE TOWNHOMES, LLL BARNETTE CONSTRUCTION INC . 3601 OCEAN DRIVE 447-3 ATLANTIC BLVD. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 246-5737 ------ Structure Information NEW 2 STORY TRIPLEX ----- Construction Type . . . . . TYPE VI --------------------------------- ----- -! . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . HULIHAN TERRITORY Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------- ---- --------------------- - ----- -- --- - - ----- ----------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER & MAKE CONNECTION FROM THE PRIVATE PROPERTY. PER DK Fee summary Charged Paid Credited Due -------- --- ----- - ------- --- - --- -- --- - ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION r> �•rJii 3 Date: l7- Property Address: �D 9 �/ �� 5'1,eFj�4 Owner: S��K lr/hi�/� Telephone#: Contractor: 7--r C Telephone#: Contractor Address: /�� " �1' G�1/x r�/�9 Fax#: �74 Z 270 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type•• If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe � ' Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer . / Water Heaters Other 12- ocard- Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00= 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• .Fax: (904) 247-5845• http:itwww.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 yrf Application Number . . . . . 03-00027419 Date 12/17/03 Property Address . . . . . . 111 SYLVAN DR Tenant nbr, name . . . . . . SPRINKLER SYSTEM Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- - - ----- -- - -- --- - - - - - - - - - -- -- - - - - -- ---- --- HAMILTON, STEVE HULIHAN TERRITORY P .O . BOX 331268 ATLANTIC BEACH FL 32233 (904) 285-8505 - ----------- ----------------------------- - - --- -- --- - ------------ ---- --- ----- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ----------------- ----- ----------------------- - -- --- -------------------- ----- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. PER DK Fee summary Charged Paid Credited Due ------------ - ---- -- -- - -- --- -- - - - - - --- - - -- - - - -- - ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r BUILDING OFFICIAL �s-=Lar CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION J f/ Date: Property Address: S-/z� Owner: c/r jpyF/ � �'� Telephone#: y� 7 Contractor: Telephone #: Contractor Address: �� / �/7�r!/7 L I�� Fax#: 27d,? Z l d In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters /' Other q"i nK r*l Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http:llwww.ci.atlantic-beach.fl.us i. AIW \� °SS CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r � ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027420 Date 12/17/03 Property Address . . . . . . 113 SYLVAN DR Tenant nbr, name . . . . . . SPRINKLER SYSTEM Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- -- - ------- -- ----- - --- - - - - --- - ----- - -- -- -- - - -- HAMILTON, STEVE HULIHAN TERRITORY P .O. BOX 331268 ATLANTIC BEACH FL 32233 (904) 285-8505 ----------- ------ -- - ----- -------- --------- -- -- - --- - --- - - ----- - - - -- --- - - - ---- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 -------------------- ----------- ---- - --- - - ---- - - -- - - ------ -- - -- - - --- ---- ----- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. PER DK Fee summary Charged Paid Credited Due ----------------- ---------- ----- ----- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 01 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. - 1 BUILDING OFFICIAL CITY OF ATLANTIC BEACH �S ff1 PLUMBING PERMIT APPLICATION �. yr Date: 1. l —O Property Address: SYyl"l `� Owner: IGS / Telephone#• Contractor: /'(/�.r ��i,�,/�Zi •7 Telephone#: Contractor Address: ��7�12`��t/1/��- `I1'l�� Fax#• 2 1f In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other �mklr/ S`ff 6 00 Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845. http:itwww.ci.atiantic-beach.fl.us Dec-23-03 10 : 34A LUKE BROTHERS 1 904 725 0256 P . 01 ZE IC LUKE B RO S. E LE C TR , INC. Commercial • Industrial • Residential P.O. Box 17734 a Jacksonville, FL 32245 Fla. Lic. # ECO001566 Ph. (904) 725-9818 a Fax(904) 725-0256 GA Lic. # EN001579 December 23, 2003 Atlantic Beach Building & Zoning To Whom It May Concern: Luke Brothers Electric, Inc. will assume responsibility for the electrical at the Sylvan Road Town Homes until final inspections 6 7.1 It i� iia .Syz-cvN-,v �•� . �C APPROVED CITY. OF ATLANTIC BEACH ank ou, BUILDING OFFICE 4 DEC 2 6 2003 Gary L. Luke By. i This__ day of a 20 Notary Public (seal) My Commission expires on sr n Expires December 06.2007 i CITY OF ATLANTIC BEACH -J J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026000 Date 9/26/03 Property Address . . . . . . 109 SYLVAN DR Tenant nbr, name . . . . . . TRIPLEX 109, 111, 113SYLVAN Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 Owner Contractor ------------- ----------- ------------------- ----- SYLVAN DRIVE TOWNHOMES, LLL BARNETTE CONSTRUCTION INC. 3601 OCEAN DRIVE 447-3 ATLANTIC BLVD. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 246-5737 ------ Structure Information NEW 2 STORY TRIPLEX ----- Construction ---- ConstructionType . TYPE VI -- -- - ------_-_-_-_-- --------------------- -------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 150AMP, 1PH, 3W, 240V Sub Contractor LUKE BROS . ELECTRIC INC . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 3 CITY OF ATLANTIC BEACH, FLORIDA C� APPLICATION FOR ELECTRICAL PERMIT s Y TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Z 20Q� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A FART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FnM: MPT E LCT CIAN SIG AT v `CE i c OWNERS NAME,!� fV,"& ADDRESS: /be D BOX! BLDG. SIZE BETWEEN. RES APT.( COMM.( PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: W INCREASE REPAIR CONDUCTOR SIZE AMPS: COPPER AL FEES SWITCH OR BREAKER IS-0 AMPS I PH 3 W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED I OPEN TOTAL I I 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT j FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER i APPLIANCES BELL TRANSF. j AIR H.P.RATING H.P.RATINGCEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT s 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS i UNDER 600V OVER 600V TRANSFORMERS: N0. IKVA NO, IKVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5/20/2002 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r�J131�� Application Number . . . . . 03-00026968 Date 9/26/03 Property Address . . . . . . 111 SYLVAN DR Tenant nbr, name . . . . . . NEW SVC Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------------- ---------- - ----------------------- LUKE BROS . ELECTRIC INC . 1622 HICKMAN ROAD JACKSONVILLE FL 32216 (904) 725-9818 ------------------ ------- --------------- ------------------- --------- --- ----- Permit ELECTRICAL PERMIT Additional desc NEW 150AMP, 1PH, 3W, 240VOLT Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------------- -- ---- ------ ----- --- -- - --------- ------ - --- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. j BUILDING OFFICIAL '.* CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: 2 2007 IMPORTANT NOTICE; f IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MAS EL TRICIAN SIGNA 1P—ler 21c OWNERS NAME:SY/// , Z) GLCADDRESS: / D BOX_ BLDG. SIZE BETWEEN RES.j�APT.( ) COMM.( PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW'k INCREASE REPAIR CONDUCTOR SIZE AMPS: COPPER ALUMS ( , FEES SWITCH OR BREAKER AMPS PH 3 W VOLT �EWAY� iF i EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY F FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES ICONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES i INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT `a 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: N0. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA MOTOR SIZE I SWITCH FLASHERS EACH SIGN Updated 5nOn002 e l�,es CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 - ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026969 Date 9/26/03 Property Address . . . . . . 113 SYLVAN DR Tenant nbr, name . . . . . . NEW SVC Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------------------- - --- --- --------------------- LUKE BROS . ELECTRIC INC. 1622 HICKMAN ROAD JACKSONVILLE FL 32216 (904) 725-9818 --------------------------------------- ----------------------- --- ----------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW 150AMP, 1PH, 3W, 240VOLT SVC Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- ------ - --- ------ ---------- ---------- ----- ----- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 r BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL i CITY OF ATLANTIC BEACH, FLORIDA 4 APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE:212' 200� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FMINI: MASTER TRICI N SIGNA c 5 ,� OWNERS NAMES �/ n� L-CADDRESS: ,3 S G �L D BOX_ BLDG. SIZE BETWEE RES. APT.( COMM.( PUBLIC( ) INDUS.( ) NEW( OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAIR t CONDUCTOR SIZE,-,W—/ AMPS: COPPER ALUM FEES-- SWITCH EESSWITCH OR BREAKER � AMPS PH J W sVOLT SRACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE -T LIGHTING OUTLETS CONCEALED OPEN TOTAL a RECEPTACLES CONCEALED JOPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES i INCANDESCENT y FLOURESCENT& M.V. FIXED 0.100 AMPS. OVER i APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: a N0. KVA NO. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5/2=002 t . GRANGER TRUSS LETTER OF TRANSMITTAL Transmittal Date: l D 3 Customer Name: S vJA N'c� Job Location: Designer Name: Job Number: Salesman ID:_FttA Customer Signature Required for Fabrication Drawing's transmitted herewith.- 1-0 erewith.- t©2- 3. TOTAL# Check One Reason for Transmittal Original Job Design Information: O Revised Design Information: O Repair Information:X Circle One Action to be Taken Original Job Design Information: this is provided for the Customer's review, approval and submission to the appropriate Building Department for permit. Revised Design Information: will always supercede any previous submissions, great care should be taken to remove any previous Drawings and replace them with the attached to insure a smooth permitting and or inspection process. Repair Information: this critical transmittal is required whenever there is a physical job necessity, i.e. broken member, etc. They are provided with raised seals. Place them with the Job site package. . . ,... �-_ GRANGER TRUSS Cx. oK.- �x_u Oki Mbr PR LETTER OF off 14 TRANSMITTAL Transmittal Date: `� p Customer Name: /V Do1 J eE� —FcRom, Job Location: ZI 72 -rlAz c, Epz: Designer Name: T Job Number: j11ggF-- Salesman ID: tM Customer Signature Required for Fabrication A Drawing's transmitted herewith: TOTAL# Check One Reason for Transmittal Original Job Design Information: O Revised Design Information: O Repair Information: Circle One Action to be Taken Original Job Design Information: this is provided for the Customer's review, approval and submission to the appropriate Building Department for permit. Revised Design Information: will always supercede any previous submissions, great care should be taken to remove any previous Drawings and replace them with the attached to insure_ a smooth permitting and or inspection process. Repair Information: this critical transmittal is required whenever there is a physical job necessity, i.e. broken member, etc. They are provided with raised seals. Place them with the Job site package. t L Job -Truss ]-Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199F F01B FLOOR 13 1 Job Referenceo tional GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Sep 17 16:47:14 2003 Page 1 s Scale 1:37.0 7 °t -T-r_ sg c�x� 3x4 II US3X4 11 4X6 . W, � � X�`� 3X4 II { 1 1X1 IxSN i 4x6 _ _ . o . Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199F F01B FLOOR 13 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Sep 17 16:47:14 2003 Page 1- "6- S-1.-1:37.0 S-1..iazo 4 n �tlo7-G tt � 069 CPX11_e 3x111f�G�3o y j7x8 x1 II 7%!= SN II 4x6= 4x4- 3x1= 1x1= a4= 3M4= 3x5 FP /D= u 1x48 = B C D E F O H �- J K L M N O P O R. 1 AG AH r AF AE AD AC AS AA Z Y x W v U T us= Sx3_ US MMM FP= 4X6= US= 4x8= 5x5= 5x5= M= AL o v- TAW /Ja i Fb I - -- 22-7-0 22-7-0 Plate Offsets X A:0-3-8 Ede 1:0-1-8 Edge] (J:0 1-8 Edge] [S 0-3-8 Edge] [Y 0-1-8 Edae] [Z 0.1-8 Ed e] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.38 Y-Z >695 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.48 Y-Z >555 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.00 AH n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight:157 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-7-10 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2 4 X 2 SYP No.1 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AG=1664/0-3-0,AH=1664/0-3-0 FORCES (lb)-First Load Case Only TOP CHORD AF-AG=6,A-AG=-1659,T-AH=6,S-AH=-1659,A-B=-1260,B-C=-1256,C-D=-2992,D-E=-2992,E-F=-4179, F-G=-4179,G-H=-4811,H-1=-4811,I-J=-4904,J-K=-4811,K-L=-4811,L-M=-4179,M-N=-4179,N-0=4179, O-P=-2992,P-Q=-2992,Q-R=-1256,R-S=-1260 BOT CHORD AE-AF=O,AD-AE=2187,AC-AD=3652,AB-AC=3652,AA-AB=4566,Z-AA=4904,Y-Z=4904,X-Y=4904,W-X=4566, V-W=3652,U-V=2187,T-U=0 WEBS A-AE=1970,B-AE=-166,S-U=1969,R-U=-166,C-AE=-1623,Q-U=-1623,C-AD=1404,D-AD=-180,Q V=1403 ! P-V=-179,E-AD=-1151,O-V=-1152,E-AB=919,F-AB=-174,O-W=919,M-W=-174,G-AB=-675,L-W -675', G-AA=427,H-AA=-68,L-X=427,K-X=-68,I-AA=-278,J-X=-278,I-Z=10,J-Y=10 NOTES (5-6) 1)All plates are M1120 plates unless otherwise indicated. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AG,AH considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building d ' er `�t11111111�/f should verify capacity of bearing surface. \\\�� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to w\ C,%-AFK. attached to walls at their outer ends or restrained by other means. 7 '•F��'',� 5)This truss has been designed specifically for Turbo Web. �� Certificate �Q 6)John Clark Weber,PE#17455, 1210 Lane Ave.S.Jacksonville,FL 32205 Np 74F 5 LOAD CASE(S)Standard _ 2003 o� State Of •`� A` FloridaIONAL .•G`2�'- a Job Truss 'Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199E F01B 'FLOOR 13 1 __ Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE, FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Sep 17 16:47:14 2003 Page 1 a/ 6 Scale-1:37. 4" tt 0- IbPY, 3.411 qi �� ee t l�i-�1- 3.411 7x/= 3X4 II 4x6= - 4x4= 3x4= 4x4= 4x4= 3x4= 3X6 FP 4x4= 4x6= 3 7x/_ B C D E F O N J K L M N O P p R AG AN , r AF AE AD AC AS AA 2 r x 66 v U T ad= ' '= 3x6 MIMM FIl= 4X4= 4x6= M= 5x5= SX/_ 4X6= X legs, ulf -. oTtT IE--V- Tt441) (AA,i ab 22a-o go\j 22-7-0 Plate Offsets X A0-3-8 Ede 1:0-1-8 Ede J:0-1-8 Ed e, S:0-3-8 Ede :0-1-8 Ede Z:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.38 Y-Z >695 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.48 Y-Z >555 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.00 AH n/a BCDL 5.0 I Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight:157 Ib LUMBER - -- BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-7-10 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B24X2SYP No.1 ' WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AG=1664/0-3-0,AH=1664/0-3-0 FORCES (lb)-First Load Case Only TOP CHORD AF-AG=6,A-AG=-1659,T-AH=6,S-AH=-1659,A-B=-1260,B-C=-1256,C-D=-2992,D-E=-2992,E-F=-4179, F-G=-4179,G-H=-4811,H-1=-4811,I-J=-4904,J-K=-4811,K-L=-4811,L-M=-4179,M-N=-4179,N-0=-4179, O-P=-2992,P-Q=-2992,Q-R=-1256,R-S=-1260 BOT CHORD AE-AF=O,AD-AE=2187,AC-AD=3652,AB-AC=3652,AA-AB=4566,Z-AA=4904,Y-Z=4904,X-Y=4904,W-X=4566, V-W=3652,U-V=2187,T-1.1=0 _) WEBS A-AE=1970,B-AE=-166,S-U=1969,R-U=-166,C-AE=-1623,Q-U=-1623,C-AD=1404,D-AD=-180,Q-V=/40j ,r u € P-V=-179,E-AD=-1151,O-V=-1152,E-AB=919,F-AB=-174,O-W=919,M-W=-174,G-AB=-675,L-W=-67 G-AA=427,H-AA=-68,L-X=427,K-X=-68,I-AA=-278,J-X=-278,I-Z=10,J-Y=10 NOTES (5-6) 1)All plates are M1120 plates unless otherwise indicated. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AG,AH considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building d ' er 1111111111111; should verify capacity of bearing surface. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to �� G�-ARK• attached to walls at their outer ends or restrained by other means.?,?•'' ••F��'�, 5)This truss has been designed specifically for Turbo Web. ��.'• Certificate 6)John Clark Weber, PE#17455, 1210 Lane Ave.S.Jacksonville,FL 32205 Pdo 1 fir.,5 ; LOAD CASE(S)Standard Z a Srt7 1 � � !3 - c: o: State Of ew- �'% Florida .•��_� - GRANGER TRUSS LETTER OF TRANSMITTAL Transmittal Date: `1 D3 Customer Name: 5 I Job Location: 72 Designer Name: 1Ku Job Number: *111 Salesman ID:,W Customer Signature Required for Fabrication Drawing's transmitted herewith: TOTAL# Check One Reason for Transmittal Original Job Design Information: O Revised Design Information: O Repair Information: O Circle One Action to be Taken Original Job Design Information: this is provided for the Customer's review, approval and submission to the appropriate Building Department for permit. Revised Design Information: will always supercede any previous submissions, great care should be taken to remove any previous Drawings and replace them with the attached to insure_ a smooth permitting and or inspection process. Repair Information: this critical transmittal is required whenever there is a physical job necessity, i.e. broken member, etc. They are provided with raised seals. Place them with the Job site package. 4 Job Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199F F05ARR FLOOR 1 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Sep 19 10:47:09 2003 Page 1 010-5 Scale-,:3e. 2X8 X3'-10"#2SYP SCAB ATONE FACE. ATTACH WITH .131 X 3"GUN NAILS @ 3"OC IN CHID AND WEBS. 2x4= 5x4= 214 11 I 4x4= 2x4 I I 3x6 FP- 210 I 2.4 11 214 It 2.4 It �,- B C QO O I J K L M N O P p R E T S101 AF tOM^ 101^ AE AD AC AS AA V X W V 2x411 3x0= 21411 3x0= 3x0= 4x0- 310 3x0 FP-- h/A� A tip^DM i OLE I 9-8-10 (AuT E--O L-t r 22-11-0 22-11-0 Plate Offsets(X,Y): [A0-1-8,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge],[0:0-1-8,0-0-0],[P:0-1-8,Edge],[T:0-1-8,0-0-0],[W:0-1-8,Edge],[X:0-1-8,Edge],[AB:0-1-8,0-0-0], AC:0-1-8,Ed e, AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.07 V-W >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.09 V-W >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 U n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight:153 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 *Except* 6-0-0 oc bracing:AD-AE,Z-AA,Y-Z. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 LBR SCAB E-J 4 X 2 SYP X No.2 one side REACTIONS (Ib/size) U=923/0-3-8,AF=642/0-3-0,Z=1816/0-7-12 Max Grav U=935(load case 3),AF=683(load case 2),Z=1816(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AE-AF=-1,A-AF=-642,T-U=-73,A-B=-446,B-C=-443,C-D=-706,D-E=-706,E-F=-466,F-G=-466,G-H=-466, H-1=-466,I-J=342,J-K=342,K-L=-828,L-M=-828,M-N=-1489,N-0=-1489,O-P=-1489,P-Q=-1489,Q-R=-1030, R-S=-1030,S-T=0 BOT CHORD AD-AE=-O,AC-AD=648,AB-AC=706,AA-AB=706,Z-AA=145,Y-Z=320,X-Y=1193,W-X=1489,V-W=1325, U-V=589 WEBS J-Z=-210,A-AD=695,B-AD=-201,I-Z=-824,C-AD=-357,I-AA=559,H-AA=-30,C-AC=132,E-AA=-516,D-A E-AB=85,K-Z=-1119,S-U=-1027,K-Y=887,L-Y=-194,S-V=769,R-V=-166,M-Y=-635,Q-V:.-515,M-X=479, Q-W=265,O-X=-323,P-W=-214 NOTES (7-8) j 1)Unbalanced floor live loads have been considered for this design. ��`�`\\l GLARK• 2)All plates are 3x4 M1120 unless otherwise indicated. `��.�••••• •Fe�'�i� 3)Bearing at joint(s)AF considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should-"-2••* Certificate• •�Q '% verify capacity of bearing surface. � No, 7455 4)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. = 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be= ,�,�,�^ attached to walls at their outer ends or restrained by other means. _ SEP L0 cr 6)CAUTION,Do not erect truss backwards. 7)This truss has been designed specifically for Turbo Web. u 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 ;9•• State Of ��'• Florida •�` LOAD CASE(S)Standard 'i FS•••.. �` //// /S�MINIA �\\\\ Job Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199F F05ARR FLOOR 1 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Sep 19 10:47:09 2003 Page 1 43� pi- S-W-1:3e 2X8 X3'-10"#2SYP SCAB AT ONE FACE. ATTACH WITH .131 X 3"GUN NAILS @ 3"OC IN CHD AND WEBS. 2.4= 'Jx`= 2X411 II 4x4= 20 II 3x6 FP- 2x4 II 2X411 2X411 2X4 II C R E G 1 J K L M N O P G R 3 T S AF 8 91 10 01 SOF AE AD AC AB AA Y X W V 2X4 11 3x{= 2X4 It 3x!= 3x!= 4x6= 30 3x!FP-- 9-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge],[0:0-1-8,0-0-0],[P:0-1-8,Edge],[T:0-1-8,0-0-0],[W:0-1-8,Edge],[X:0-1-8,Edge],[AB:0-1-8,0-0-0], AC:0-1-8,Ed e, AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.07 V-W >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.09 V-W >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 U n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:153 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 'Except' 6-0-0 oc bracing:AD-AE,Z-AA,Y-Z. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 LBR SCAB E-J 4 X 2 SYP X No.2 one side REACTIONS (Ib/size) U=923/0-3-8,AF=642/0-3-0,Z=1816/0-7-12 Max Grav U=935(load case 3),AF=683(load case 2),Z=1816(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AE-AF=-1,A-AF=-642,T-U=-73,A-B=-446,B-C=-443,C-D=-706,D-E=-706,E-F=-466,F-G=-466,G-H=-466, H-1=-466,I-J=342,J-K=342,K-L=-828,L-M=-828,M-N=-1489,N-0=-1489,O-P=-1489,P-Q=-1489,Q-R=-1030, R-S=-1030,S-T=0 BOT CHORD AD-AE=-O,AC-AD=648,AB-AC=706,AA-AB=706,Z-AA=145,Y-Z=320,X-Y=1193,W-X=1489,V-W=1325, U-V=589 WEBS J-Z=-210,A-AD=695,B-AD=-201,I-Z=-824,C-AD=-357, I-AA=559,H-AA=-30,C-AC=132,E-AA=-516,D-AC=-142, E-AB=85,K-Z=-1119,S-U=-1027,K-Y=887,L-Y=-194,S-V=769,R-V=-166,M-Y=-635,Q-V=-515,M-X=479, Q-W=265,O-X=-323,P-W=-214 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. \\\\\��tlullllltrllri;plates M1120 unless lel ograi2)All n intC\-ARK IV"///, value using ANSI/TPI 1-1995 angle to grain formula. Building designer should \� ?`T 3)Bearingat joint(s)t(s)AFconsiders pa verify capacity of bearing surface. �,• Certificate 4)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. No. 1 7455 5)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strong backs to be_ attached to walls at their outer ends or restrained by other means. ^� 2003 6)CAUTION,Do not erect truss backwards. _ t U =_ 7)This truss has been designed specifically for Turbo Web. 8)John Clark Weber,PE#17455, 1210 Lane Ave.S.Jacksonville,FL 32205 �•' , • p� State Of •:�, LOAD CASE(S)StandardIOFlorida N At- •�? \\\\\\ �///11111111111��1 Job Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199F F05ARR FLOOR 1 1 GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 200Job Referenceo tional 3 MiTek Industries,Inc. Fri Sep 19 10:47:09 2003 Page 1 1 0- S-1.=1:36. 2X8 X3'-10"#2SYP SCAB AT ONE FACE. ATTACH WITH .131 X 3"GUN NAILS @ 3"OC IN CHID AND WEBS. 20= Sx6= 2X411 II 4x4= 2X411 3x6 FP= 2x4 II 2.4 II 2X4 II 2011 B C ; y 6 I J K L M N O P T.a R B T It 016 AFZA 16t- 10t' '1M AE AD AC AB M Y x W y 2X4 11 3x6= 2X4 11 3x6= 3x6= 4x6- 3X6= 3x6 FP= 3x4 I __ 9-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A 0-118,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge],[O:0-1-8,040-0],[P:0-1-8,Edge],[T:0-1-8,0-0-0],[W:0-1-8,Edge],[X:0-1-8,Edge],[AB:0-1-8,0-0-0], AC:0-1-8,Edge], AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.07 V-W >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.09 V-W >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 U n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:153 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 'Except' 6-0-0 oc bracing:AD-AE,Z-AA,Y-Z. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 LBR SCAB E-J 4 X 2 SYP X No.2 one side REACTIONS (Ib/size) U=923/0-3-8,AF=642/0-3-0,Z=1816/0-7-12 Max Grav U=935(load case 3),AF=683(load case 2),Z=1816(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AE-AF=-1,A-AF=-642,T-U=-73,A-B=-446,B-C=-443,C-D=-706,D-E=-706,E-F=-466,F-G=-466,G-H=466, H-1=-466,I-J=342,J-K=342,K-L=-828,L-M=-828,M-N=-1489,N-0=-1489,O-P=-1489,P-Q=-1489,Q-R=-1030, R-S=-1030,S-T=0 BOT CHORD AD-AE=-O,AC-AD=648,AB-AC=706,AA-AB=706,Z-AA=145,Y-Z=320,X-Y=1193,W-X=1489,V-W=1325, U-V=589j WEBS J-Z=-210,A-AD=695,B-AD=-201,I-Z=-824,C-AD=-357, I-AA=559,H-AA=-30,C-AC=132,E-AA=-516,D-AC=-14 E-AB=85,K-Z=-1119,S-U=-1027,K-Y=887,L-Y=-194,S-V=769,R-V=-166,M-Y=-635,Q-V=-515,M-X=479, Q-W=265,O-X=-323,P-W=-214 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. \� �UU1lul lrr 2)All plates are 3x4 M1120 unless otherwise indicated. LARK Fe 3)Bearing at joint(s)AF considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should,,\ c1 C •''''' verify capacity of bearing surface. �\O?• Certificate 4)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. �•• 17455 ' 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to I� NO. attached to walls at their outer ends or restrained by other means. =_ 6)CAUTION,Do not erect truss backwards. 7)This truss has been designed specifically for Turbo Web. - J 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LJ= LOAD CASE(S)Standard0 State Of ,c• Florida .*0 �� ti011WO�� IJob Truss Truss Type IQty Ply YLVAN DRIVE TOWNHOMES 154199F IF01 FLOOR 28 1 I Job Reference(optional)_ _ GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 10:27:05 2003 Page 1 i • 2411 G X !_(P!I X S�$l►os B' Bc4e1,:16. f TT,ftGht-Et, To FA'GF W1 !Dd coo0 X110 7x4 11 Sx3= 4x4= 7x4= 6x4= 4x4= 1x4= 7x6 FP= 4x4= 4x6= 11 7x6= A 8 C D E F O H 1 J tiW K L M4 O P O R _n A \\ / 4 BI te ` e- _ r d 6� AD ACAB M 2 r--F- X w v u T 6x6= 5x6= 4x6= 7x6 MII26H FIC 7x6= 7x4= I 40= U6= 5x6= 5x6= ' OCT 1 4 Frzonn �� R 1 22-11-0 22-11-0 Plate Offsets X 1:0-1-8 Ed a J:0-1-8 Ed a S:0-3-8 Ed a :0-1-8 E e Z:0-1-8 Ed a AF:0-1-8 0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.41 Y-Z >664 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.51 Y-Z >531 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.06 AG n/a e' BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=480 Weight:157 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-5-7 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AE=1687/0-5-8,AG=1696/0-3-0 FORCES (Ib)-First Load Case Only TOP CHORD AE-AF=-68,A-AF=-68,T-AG=6,S-AG=-1690,A-B=-2,B-C=-2152,C-D=-2152,D-E=-3683,E-F=-3683,F-G=-4666, G-H=-4666,H-1=-5085,I-J=-5085,J-K=-4965,K-L=-4965,L-M=-4293,M-N=-4293,N-0=-4293,O-P=-3062, P-Q=-3062,Q-R=-1281,R-S=-1285 BOT CHORD AD-AE=1148,AC-AD=2984,AB-AC=4240,AA-AB=4240,Z-AA=4943,Y-Z=5085,X-Y=5085,W-X=4700, V-W=3744,U-V=2235,T-U=0 WEBS B-AE=-1975,S-U=2009,R-U=-165,B-AD=1716,C-AD=-173,Q-U=-1662,D-AD=-1452,Q-V=1442,P-V=-18 ,/! D-AC=1219,E-AC=-177,O-V=-1190,F-AC=-971,O-W=958,M-W=-178,F-AA=743,G-AA=-190,L-W=-709, 666666////// ''11✓✓ H-AA=-483,L-X=463,K-X=-103,H-Z=313,J-X=-279,I-Z=-252,J-Y=4 NOTES (6-7) 1)All plates are M1120 plates unless otherwise indicated. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AG considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer s ould verify capacity of bearing surface. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be 0\ttlll II Illtrlrrr'1! attached to walls their outer restrained by other means. \\ ��CLARK h 5)CAUTION,Donot erecttrussbackwards. 6)This truss has been designed specifically for Turbo Web. Certificate f��1`F 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 No. 17455 LOAD CASE(S)Standard AUG O 2003 _ ` S ' State Of •`s' ��" Florida •��, �i�� SS••.. ..••eta ,�.�+. (Job Truss TrussQty Fply SYLVAN DRIVE TOWNHOMES 11199F IF02B iFLOOR 2 I1 Job Reference(optional__ GRANDER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 10:28:29 2003 Page 1 1-3-0 04x6 Sn1.-1:36. 5x6= 3x4 II 3X4= 5x3= 5x5= 3x4= 3x4 11 3x4= 3x6 FP= 6X6= 70x70= 3x4= 3X4 11 3x6= B C D F O H I J K LM N O P R S loll 111 0 II 4 rr TI -"106 for- 414 �}J6 AH AO AF AE AD AC AB 2 Y x W /U 5 4x6= Sx3= xs= 3x6 FP= �6= 3x6= 6x6= fox10= 4A=/ 3x6= -4- D 1)U 7 I) F2Qn'G :Mew E g rN rAgra S �N 3,r 11-5-12 22-7-0 22-7-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[E:0-1-8,Edge],[F:0-1-8,0-0-0],10:0-1-8,0-0-0],[Q:0-1-8,Edge],[T:0-1-8,Edge],[W:0-4-14,Edge],[Y:0-1-8,Edge],[AD:0-1-8,Edge], AE:0-1-8,Ed e, AI:0-1-8,0-1-0, AJ:0-1-8,0-1-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) l/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.05 AE >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.06 AE >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 AA n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft=480 Weight: 161 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AA-AB,Z-AA. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) A1=787/0-3-0,AJ=757/0-3-0,AA=1785/0-3-8 Max Grav AI=809(load case 2),AJ=782(load case 3),AA=1785(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AH-AI=5,A-AI=-782,U-AJ=5,T-AJ=-752,A-B=-558,B-C=-555,C-D=-1062,D-E=-1062,E-F=-1073,F-G=-1073, G-H=-665,H-I=-665,I-J=329,J-K=329,K-L=-626,L-M=-626,M-N=-626,N-0=-991,O-P=-991,P-Q=-994, Q-R=-994,R-S=-531,S-T=-534 BOT CHORD AG-AH=O,AF-AG=874,AE-AF=1073,AD-AE=1073,AC-AD=950,AB-AC=950,AA-AB=243,Z-AA=224,Y-Z=902, X-Y=991,W-X=991,V-W=829,U-V=0 WEBS J-AA=-210,A-AG=869,B-AG=-193,I-AA=-967,C-AG=-557,I-AB=735,H-AB=-196,C-AF=327,D-AF=-127, G-AB=-498,E-AF=-45,G-AD=435,E-AE=-97,F-AD=-350,K-AA=-935,T-V=832,S-V=-194,K-Z=701,M-Z=-185, R-V=-519,N-Z=-482,R-W=289,Q-W=-115,N-Y=463,P-W=23,0-Y=-384,P-X=-147 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)At,AJ considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designe should verify capacity of bearing surface. ��a�inunuii�ruJ� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be ��GLt1R K.(� 19 attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Certificate 6)This truss has been designed specifically for Turbo Web. c >; 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 NO. 174`'S LOAD CASE(S)Standard AUG O j 2M3 A� State Job I Truss Truss Type Qty Ply 1 SYLVAN DRIVE TOWNHOMES 11199F F02BR FLOOR 2 1 IJobReference o _ GRANj;ER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 10:29:06 2003 Page 1 1-3-0 Q 6 S-1..1:36. 5x6= 8x4 11 3x4= 5x5= 5x5 3x4= 3x4 11 8x4= 3x6 FP= 6x6= 10x10= 3x4= 3x4 i 5x6= 8 C D 0 - F O H I J K LM N O P R S - a lot It itr d •106 for^ 11r , AH AD AF AE AD AC AB z Y X W v U 4x6= 5x5= 5x5= 3x6 FP= 3x6= 3x6= 6x6= 10x10= 4x6- 9x6= 24"x !�SII �C 5�'g�t osB �AXr f}�'7'RGN�G Tv �a &j/ od c.om t.,. 11-2-12 22-7-0 22-7-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[E:0-1-8,Edge],[F:0-1-8,0-0-0],[0:0-1-8,0-0-0],[Q:0-1-8,Edge],[T:0-1-8,Edge],[W:0-4-14,Edge),[Y:0-1-8,Edge],[AD:0-1-8,Edge], AE:0-1-8 Ed e, AI:0-1-8,0-1-0, AJ:0-1-8,0-1-0 LOADING(psf) SPACING 2-M CSl DEFL in (loc) Well PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.05 AE >999 M1120 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.06 AE >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 AA n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:161 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AA-AB,Z-AA. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AI=787/0-3-0,AJ=757/0-3-0,AA=1785/0-3-8 Max Gray A1=809(load case 2),AJ=782(load case 3),AA=1785(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AH-AI=5,A-AI=-782,U-AJ=5,T-AJ=-752,A-B=-558,B-C=-555,C-D=-1062,D-E=-1062,E-F=-1073,F-G=-1073, G-H=-665,H-I=-665,I-J=329,J-K=329,K-L=-626,L-M=-626,M-N=-626,N-0=-991,O-P=-991,P-Q=-994, Q-R=-994,R-S=-531,S-T=-534 BOT CHORD AG-AH=O,AF-AG=874,AE-AF=1073,AD-AE=1073,AC-AD=950,AB-AC=950,AA-AB=243,Z-AA=224,Y-Z=902, X-Y=991,W-X=991,V-W=829,U-V=0 WEBS J-AA=-210,A-AG=869,B-AG=-193,1-AA=-967,C-AG=-557,I-AB=735,H-AB=-196,C-AF=327,D-AF=-127, AA� G-AB=498,E-AF=45,G-AD=435,E-AE=-97,F-AD=-350,K-AA=-935,T-V=832,S-V=-194,K-Z=701,M-Z=- R-V=-519,N-Z=-482,R-W=289,Q-W=-115,N-Y=463,P-W=23,O-Y=-384,P-X=-147 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)Al,AJ considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. GLARK � 4)Beveled plate or shim required o provide d full bearing surface with truss chord at joint(s)AA. � . 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to beO•• Certificate 'Q attached to walls at their outer ends or restrained by other means. NO 74r;c, 6)CAUTION,Do not erect truss backwards. 7)This truss has been designed specifically for Turbo Web. 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 - AUG 0 12003 LOAD CASE(S)Standard OG �• �(;4 �. 6FYFki3if (y \� �c Job ----- 'Truss ------ Type Ply TrusST --- ,-----.--.-- - Qty SYLVAN DRIVE TOWNHOMES - 11199E j F03A FLOOR __ _j_ !Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 14:47:36 2003 Page-id 1-5-13 F-- 2-0-0 Scale-1:37. 3x4= 5.0= 3.411 W= 30 11 4x4= 7a4= SM= 3.8 FP= 30= 4z4-- B C D E F O N I J LM N O P O R A- - ET 141A, AE 10F" IW- -109 AD AC AB 7 Y x w v U T 3x4= 3x8= 3x8 FP= 4x8= SIB= 30= 3x4= 3x8= 4.6= 3x8= 5-8-10 1 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[J:0-1-8,0-0-0],[K:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W:0-1-8,Edge],[AB:0-1-8,0-0-0],[AC:0-1-8,Edge], AE:0-1-8,0-1-0, AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.15 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.19 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight:151 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AB-AC,AA-AB. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1239/0-5-8,AF=313/0-3-0,AA=1828/0-7-12 Max UpliftAF=-20(load case 3) Max Grav S=1 239(load case 1),AF=396(load case 2),AA=1828(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AD-AF=39,A-AF=-274,S-AE=-74,R-AE=-74,A-B=-140,B-C=-136,C-D=288,D-E=288,E-F=-1310,F-G=-1310, G-H=-2305,H-1=-2305,I-J=-2742,J-K=-2742,K-L=-2742,L-M=-2742,M-N=-2418,N-0=-2418,O-P=-1510, P-Q=-1510,Q-R=-2 BOT CHORD AC-AD=3,AB-AC=136,AA-AB=136,Z-AA=602,Y-Z=602,X-Y=1872,W-X=2590,V-W=2742,U-V=2653, T-U=2030,S-T= WEBS D-AA=-156,A-AC=193,GAA=-6376-AC=-201,C-A6=102,Q-S=-1431,E-AA=-1503,Q-T=1153,E-Y=1236, P-T=-174,F-Y=-177,0-T=-906,G-Y=-980,O-U=677,G-X=754,N-U=-186,H-X=-196,M-U=-410,I-X=-498, M V-216,I W-368,K-V---196,J-W--294 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joints)AF considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer shoul ookG„Fr�Fr verify capacity of bearing surface. CjVARK.I",r�ce 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint AF. `,. ` F F� 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be �� O,• Certificate :p attached to walls at their outer ends or restrained by other means. 17455 6)CAUTION,Do not erect truss backwards. No. 7)This truss has been designed specifically for Turbo Web. _ 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 _ JUL 30 cc LOAD CASE(S)Standard y o'• k' P• State Of •? 0 'C> SS i O IN A Florida. - -- tJob Truss Truss Type i Qty Ply SYLVAN DRIVE TOWNHOMES �11199E F03AR FLOOR Job Reference(optional) GRADER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 3011:59:48 2003 Page 1 2-0-0 Sul.-1:37. 24= 2.411 3x6= 4x4= 24 11 2X4 II 20 II xu FP= 2 4 II 2N 11 4X4= 2c4 11 8 C D E F O N 1 J LM N O P O R X E - .. f\ /,\ /N, \ 1 V\I qq N IOP^ im^ -106 AD AC AB Z Y X w v U T 21 11 2X4 II 3x6= 2,6 FP= 4X6= 3.0= us= 4.6= 54-10 22-11-0 i I 22-11-0 Plate Offsets(X,Y): [A0-1-8,Edge],[C:0-1-8,Edge],[J:0-1-8,0-0-0],[K:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W:0-1-8,Edge],[AB:0-1-8,0-0-0],[AC:0-1-8,Edge], AE:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.15 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.18 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight: 148 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AB-AC,AA-AB. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1243/0-5-8,AE=313/0-3-0,AA=1823/0-7-12 Max UpliftAE=-20(load case 3) Max GravS=1243(load case 1),AE=396(load case 2),AA=1823(load case 1) FORCES (lb)-First Load Case Only !T� TOP CHORD AD-AE=39,A-AE=-274,R-S=-73,A-B=-140,B-C=-136,C-D=288,D-E=288,E-F=-1304,F-G=-1304,G-H=-2292, u(tz H-1=-2292,I-J=-2722,J-K=-2722,K-L=-2722,L-M=-2722,M-N=-2389,N-0=-2389,O-P=-1475,P-Q=-1475,Q-R=0 n �U 7„rf, / BOT CHORD AC-AD=3,AB-AC=136,AA-AB=136,Z-AA=599,Y-Z=599,X-Y=1863,W-X=2574,V-W=2722,U-V=2628, J� I/V T- A ,S-T=811 WEBS D-AA=-15=-156,A-AC=193,C-AA=-637,B-AC=-201,C-AB=102,Q-S=-1414,E-AA=-1497,Q-T=1158,E-Y=1230, v P-T=-173,F-Y=-177,O-T=-912,G-Y=975,O-U=682,G-X=749,N-U=-187,H-X=-196,M-U=-416,I-X=-492, M-V=227,I-W=357,K-V=-203,J-W=-287 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AE considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer shout verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint AE. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 00M 6)CAUTION,Do not erect truss backwards. �'3 7)This truss has been designed specifically for Turbo Web. 04 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 - 'l3 ; t �Wa LOAD CASE(S)Standard oma. State .�� ida F /zFSS...... O N P� \o' ��wi��lnu1,111 �•'' Job Truss i Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES I 11199F F04AR FLOOR i 1 1 Job Reference o tional GRANIGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 3011:58:59 2003 Page 1 sol.."T. 3X4= W= 3X4 If Ud= 7x4= LM II 40_ W 3.6 FP= $4= 3x1= 4X4= B D E F O H 1 J M N O P Q R q 9 AE AD AC AD M T x W V Y T 7x6= 3x4= 7x6 FP- @ 3x 40= 7a6= Us 4x6= 3x4= 3X4- 7-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[D:0-1-8,0-0-0],[L:0-1-8,Edge],[M:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W:0-1-8,0-0-0],[AB:0-1-8,Edge], AC:0-1-8,Ed e, AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.10 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.12 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl=480 Weight: 150 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1082/0-5-8,AF=476/0-3-0,Z=1822/0-7-12 Max GravS=1084(load case 3),AF=540(load case 2),Z=1822(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AE-AF=-1,A-AF=-477,R-S=-73,A-B=-317,B-C=-314,C-D=-365,D-E=-365,E-F=333,F-G=333,G-H=-1048, H-1=-1048,I-J=-1833,J-K=-1833,K-L=-1833,L-M=-2053,M-N=-1934,N-0=-1934,O-P=-1249,P-Q=-1249,Q-R=0 BOT CHORD AD-AE=-O,AC-AD=365,AB-AC=365,AA-AB=57,Z-AA=57,Y-Z=437,X-Y=1512,W-X=2053,V-W=2053, U-V=2053,T-U=1660,S-T=698 WEBS F-Z=-232,A-AD=493,B-AD=-235,E-Z=-660,GAD=-93,E-AB=541,C-AC=-72,D-AB=-365,G-Z=-1301, Q-S=-1217,G-Y=1066,H-Y=-178,0-T=961,P-T=-172,1-Y=-809,0-T=-716,1-X=560,J-X=-106,O-U=479, N-U=-160,L-X=-419,M-U=-226,L-W=55,M-V=-24 NOTES (6-7) � ' 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1I20 unless otherwise indicated. 3)Bearing at joint(s)AF considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Recommend 2x6 at theibacks,on en o edge, spaced by other means.fastened to each truss with 3-16d nails. Strongbacks to be O\\ No attached to t•1.-�• '+r,/ /y 5)CAUTION,Do not erect truss backwards. \`��-X • 'may 6)This truss has been designed specifically for Turbo Web. �O Certificate 7)John Clark Weber,PE#17455, 1210 Lane Ave.S.Jacksonville,FL 32205 NO 174b5 LOAD CASE(S)Standard o �rt0"3 'Cr y JUL 61 ti State Of Flor+da ////oA'�ss i O Al Alf Job ,Tru-iss ;Truss Type TQty Ply SYLVAN DRIVE TOWNHOMES 11199F F04A FLOOR 1 1 Job Reference(optional-_ GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 14:47:46 2003 Page 1 i r1-30 ! S-1.-1:37. i I30= 3x8= .411 3.4= 30= 3x4 11 4x4= 3x4= 3x6 FP= 3x4= 7x4= 4x4= A B D E F O H I J M N O P O R 91/" 10 i!gA6 AE AD Ac AB M v x w v U T 3x6= 3x4= 3x6 FP=3x6= 4.6= 3x6= 3x6= 4x6= 3.6= 7-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[D:0-1-8,0-0-0],[L:0-1-8,Edge],[M:0-1-8,Edge],[R:0-1-8,0-0-0],(V:0-1-8,Edge],[W:0-1-8,0-0-0],[AB:0-1-8,Edge], [AC:0-1-8,Ed e, AF:0-1-8,0-1-0, AG:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.10 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.12 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl=480 Weight: 153 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. I WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1078/0-5-8,AG=476/0-3-0,Z=1826/0-7-12 Max Grav S=1081(load case 3),AG=540(load case 2),Z=1826(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AE-AG=-1,A-AG=-477,S-AF=-73,R-AF=-73,A-B=-317,B-C=-315,C-D=-366,D-E=-366,E-F=332,F-G=332, G-H=-1055,H-1=-1055,I-J=-1845,J-K=-1845,K-L=-1845,L-M=-2072,M-N=-1958,N-0=-1958,O-P=-1279, P-Q=-1279,Q-R=-2 BOT CHORD AD-AE=O,AC-AD=366,AB-AC=366,AA-AB=58,Z-AA=58,Y-Z=441,X-Y=1522,W-X=2072,V-W=2072, U-V=2072,T-U=1686,S-T=731 WEBS F-Z=-232,A-AD=494,B-AD=-234,E-Z=-659,C-AD=-93,E-AB=541,C-AC=-72,D-AB=-364,G-Z=-1306, Q-S=-1231,G-Y=1071,H-Y=-178,Q-T=956,P-T=-172,1-Y=-814,0-T=-711,I-X=564,J-X=-103,O-U=474, N-U=-163,L-X=-430,M-U=-216,L-W=60,M-V=-29 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AG considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. \\p G`AR)f• "�� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be \\��` �,• .Fs4_�°ice/ attached to walls at their outer ends or restrained by other means. O•• Certificateti- 5)CAUTION,Do not erect truss backwards. 6)This truss has been designed specifically for Turbo Web. No. 17455 7)John Clark Weber,PE#17455, 1210 Lane Ave.S.Jacksonville,FL 32205 0 �3 JUL • LOAD CASE(S)Standard = .7 L 3 n= State Of Florida 11111111 - --- -- - Job 1 Truss Truss -Type Qty Ply SYLVAN DRIVE TOWNHOMES i 11199E F05A FLOOR 1 1 I I Reference(optional) GRA%GER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 3014:47:512003 Page 1 1 1-3-0-' 10 1U- s-l.-1:37. ( emoUEE sa= 3x4 II 3x4= 9x4= 3x4= W II 4x4= *0 FP= 3X4= 30= B C 0FO N I J K L M N O P a R AD Uff -t It .b Al I low- AC AB AA Z y r9 v u T M= 3x4= 34= 3x4= 4x6= 3x1= 9x4= am= 3■6= ', AA FP-- 9-8-10 r9-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge],[M:0-1-8,0-0-0],[N:0-1-8,Edge],[R:0-1-8,0-0-0],[U:0-1-8,Edge],[V:0-1-8,Edge],[Z:0-1-8,0-0-0], AA:0-1-8,Ed e, AD:0-1-8,0-1-0, AE:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.07 T-U >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.09 T-U >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:150 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 *Except* 6-0-0 oc bracing:AB-AC,X-Y. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=923/0-3-8,AE=646/0-3-0,X=1812/0-7-12 Max GravS=933(load case 3),AE=686(load case 2),X=1812(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD AC-AE=-1,A-AE=-647,S-AD=-73,R-AD=-73,A-B=-450,B-C=-447,C-D=-715,D-E=-715,E-F=-486,F-G=-486, G-H=320,H-1=320,I-J=-853,J-K=-853,K-L=-1516,L-M=-1516,M-N=-1516,N-0=-1516,O-P=-1059,P-Q=-1059, Q-R=-2 BOT CHORD AB-AC=O,AA-AB=654,Z-AA=715,Y-Z=715,X-Y=165,W-X=344,V-W=1218,U-V=1516,T-U=1353,S-T=619 WEBS H-X=-205,A-AB=701,B-AB=-202,G-X=-821,C-AB=-360,G-Y=560,F-Y=-53,GAA=139,E-Y=-493,D-AA=-151, E-Z=89,I-X=-1123,QS=-1042,I-W=887,J-W=-193,Q-T=768,P-T=-166,K-W=-637,0-T=-513,K-V=482, /� n O-U=263,M-V=-325,N-U=-213 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. i 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AE considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should `�„rtaalae,srrrr„ verify capacity of bearing surface. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be \ Gt AR'- attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Certif'scata 6)This truss has been designed specifically for Turbo Web. No �.s, ;r� 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 = _ LOAD CASE(S)Standard _ JUL 3 0 2003 9State 01 0 - Florida l�`' .� SS/O N AV Vk r 11!Il1t "01, JobTruss T Type Qty Ply SYLVAN DRIVE TOWNHOMES i 11199F F05AR i FLOOR 1 1 Job Reference_(o tionalL_ GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 11:58:01 2003 Page 1 I 1-3-0 10-5 i Sul.-1:37. I 2x4= axe= 2x4 11 2x4 II 40= 20 11 3x6 FP= 20 11 2x4 11 20 11 2x1 B C O E F O H 1 J K L M O P O R -1 r I D i -\ A. I'I \' a A T 106'` 166• AC AB M z Y W v U T 2x411 Us= 2x411 3x6= 3x6= 46= 3x6= 3x6 FP= 3X/1 9-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge],[M:0-1-8,0-0-0],[N:0-1-8,Edge],[R:0-1-8,0-0-0],[U:0-1-8,Edge],[V:0-1-8,Edge],[Z:0-1-8,0-0-0], AA:0-1-8,Ed e, AD:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.07 T-U >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.45 Vert(TL) -0.09 T-U >999 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl=480 Weight:148 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 cc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 4 X 2 SYP No.3 "Except' 6-M cc bracing:AB-AC,X-Y. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 y REACTIONS (Ib/size) S=926/0-3-8,AD=645/0-3-0,X=1809/0-7-12 Max Grav S=936(load case 3),AD=686(load case 2),X=1809(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AC-AD=-1,A-AD=-646,R-S=-73,A-B=-450,B-C=-446,C-D=-713,D-E=-713,E-F=-482,F-G=-482,G-H=325, H-1=325,I-J=-843,J-K=-843,K-L=-1498,L-M=-1498,M-N=-1498,N-0=-1498,O-P=-1033,P-Q=-1033,Q-R=0 BOT CHORD AB-AC=O,AA-AB=652,Z-AA=713,Y-Z=713,X-Y=161,W-X=336,V-W=1205,U-V=1498,T-U=1330,S-T=591 WEBS H-X=-205,A-AB=700,B-AB=-202,G-X=-822,C-AB=-359,G-Y=561,F-Y=-52,C-AA=137,E-Y=-495,D-AA=-150, E-Z=90,I-X=-1119,Q-S=-1030,I-W=883,J-W=-193,Q-T=772,P-T=-167,K-W=-632,O-T=-518,K-V=474, yy O U=271,M-V=-320,N-U=-217 p s �/P NOTES (6-7) �`,111, ,a 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AD considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-M cc and fastened to each truss with 3-16d nails. Strongbacks to be \\{t{ii1ii11r aE<;,, attached to walls at their outer ends or restrained by other means. \��\�\\ -ARK• 5)CAUTION,Do not erect truss backwards. \��`�1 G 6)This truss has been designed specifically for Turbo Web. O?••Certificate 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 �• M0. 17455 LOAD CASE(S)Standard JUL 3 . State Of •, 0'* Florida 0 4 S//1101 I1n111A1}L\��*�,`� Job Truss Truss Type iQty Ply SYLVAN DRIVE TOWNHOMES 1.1199F j F01 FLOOR 28 1 _______� i __ __ _i___ Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 10:27:05 2003 Page-1- 24 Y, age 124X I�-�On f�TT re-1-kF-0 7-o �A�� F/`►G� wl iod com c- /0-110 3x4 it 5x5= 4x4= 3x4= 3x4= 4x4= 1x4= S[6 FP= 04= txe- I 7x6= A B C O E F O 1. H 1 J y K L 664 O P O R 4 %41 WI r d ,6r A. AC AB AA z Y x W v U T 7x6= 5.6= 4x6= 3x6 M1120H FP= 1xe= 3x4- 4X6= 4x6= 5x6= 5x6= OCT 14 '(003 22-11-0 22-11-0 Plate Offsets X I:0-1-8 Ed e, J:0-1-8 Ed e, S:0-3-8,Ed a :0-1-8 Ed e, Z:0-1-8 Ede AF:0-1-8 0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.41 Y-Z >664 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.51 Y-Z >531 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.06 AG n/a t BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min Udefl=480 Weight:157 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-5-7 oc puriins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AE=1687/0-5-8,AG=1696/0-3-0 FORCES (lb)-First Load Case Only TOP CHORD AE-AF=-68,A-AF=-68,T-AG=6,S-AG=-1690,A-B=-2,B-C=-2152,C-D=-2152,D-E=-3683,E-F=-3683,F-G=-4666, G-H=-4666,H-1=-5085,I-J=-5085,J-K=-4965,K-L=-4965,L-M=-4293,M-N=-4293,N-0=4293,O-P=-3062, P-Q=-3062,Q-R=-1281,R-S=-1285 BOT CHORD AD-AE=1148,AC-AD=2984,AB-AC=4240,AA-AB=4240,Z-AA=4943,Y-Z=5085,X-Y=5085,W-X=4700, V-W=3744,U-V=2235,T-U=0 WEBS B-AE=-1975,S-U=2009,R-U=-165,B-AD=1716,C-AD=-173,Q-U=-1662,D-AD=-1452,Q-V=1442,P-V=-18 D-AC=1219,E-AC=-177,O-V=-1190,F-AC=-971,O-W=958,M-W=-178,F-AA=743,G-AA=-190,L-W=-709, H-AA=-483,L-X=463,K-X=-103,H-Z=313,J-X=-279,I-Z=-252,J-Y=4 NOTES (6-7) 1)All plates are M1120 plates unless otherwise indicated. 2)All plates are 2x4 M1I20 unless otherwise indicated. 3)Bearing at joint(s)AG considers parallel to grain value using ANSI/TPI 1-1995 angle to grain•,formula. Building designer s ould verify capacity of bearing surface. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be ��111ii1ilrrtrrr attached to walls at their outer ends or restrained by other means. \0\\\\CLARK 5)CAUTION,Do not erect truss backwards. �.�`�C�.•''''' ��fi, 6)This truss has been designed specifically for Turbo Web. \ •Certificate 'C•Q 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 No. 17455 LOAD CASE(S)Standard AUG 0 1 2003 State Of •`�' �F• Florida •�,�`� S�rOiN�A j Job Truss 1 Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES i fl 199F iF02B FLOOR i2 1 F_ _ Job Reference(optional GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 10:28:29 2003 Page 1 - 1-3-0 0-4,6 SUN�1:30. 5x6= 3x4 II 7x4= 5.5= 5.5- 3x4= 3x4 11 3x4= 3x6 FP-- 6x6= 10X10= 5x1= 3x4 II 5x6= B C D F O H 1 J K LM N O P R S V1II 1 T 9 -108 1W- 414 x}16 AH AF AE A /U UG 5 AC AS Z Y % W w 4x6= 5x5= x5= 3.6 FP- 3x6= 3x8= 6x6= 101A10= 1x6=/ 3x6= 4-- Af=DUGT I I[ Front :bwT ARCS Pc- S�Plnj 11-5-12 22-7-0 22-7-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[E:0-1-8,Edge],[F:0-1-8,0-0-0],[0:0-1-8,0-0-0],[Q:0-1-8,Edge],[T:0-1-8,Edge],[W:0-4-14,Edge],[Y:0-1-8,Edge],[AD:0-1-8,Edge], AE:0-1-8,Ed e, AI:0-1-8,0-1-0, AJ:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.05 AE >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TQ -0.06 AE >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 AA n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=480 Weight: 161 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AA-AB,Z-AA. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AI=787/0-3-0,AJ=757/0-3-0,AA=1785/0-3-8 Max GravAI=809(load case 2),AJ=782(load case 3),AA=1785(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD AH-AI=5,A-A1=-782,U-AJ=5,T-AJ=-752,A-B=-558,B-C=-555,C-D=-1062,D-E=-1062,E-F=-1073,F-G=-1073, G-H=-665,H-1=-665,1-J=329,J-K=329,K-L=-626,L-M=-826,M-N=-626,N-0=-991,O-P=-991,P-Q=-994, Q-R=-994,R-S=-531,S-T=-534 BOT CHORD AG-AH=O,AF-AG=874,AE-AF=1073,AD-AE=1073,AC-AD=950,AB-AC=950,AA-AB=243,Z-AA=224,Y-Z=902, X-Y=991,W-X=991,V-W=829,U-V=0 WEBS J-AA=-210,A-AG=869,B-AG=-193,I-AA=-967,C-AG=-557,I-AB=735,H-AB=-196,C-AF=327,D-AF=-127, G-AB=-498,E-AF=-45,G-AD=435,E-AE=-97,F-AD=-350,K-AA=-935,T-V=832,S-V=-194,K-Z=701,M-Z=-185, R-V=-519,N-Z=-482,R-W=289,Q-W=-115,N-Y=463,P-W=23,O-Y=-384,P-X=-147 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AI,AJ considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designe should verify capacity of bearing surface. 4) to walls mmend 2x6 st their on ends restrained t 10-0-0 oc and other means.fastened to each truss with 3-16d nails. Strongbacks to be � GLP R K,W,�f, attached 5)CAUTION,Do not erect truss backwards. ficat«3 C ��\\ \�•• erti 6)This truss has been designed specifically for Turbo Web. >O,• 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 No. 74-- LOAD CASE(S)Standard _ AUG O � : State Ot •' �ob I Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 111199F F02BR FLOOR 2 I 1 _____. _[Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 1029:06 2063 Pa-gel 13-0 QH6 5<d.-1:36. W= 3x4 11 3x4= SotS= 5x5= 3x4= 3x4 11 SN= 3x6 FP= 9.6= 16x76= 3.4= 3.4 i 5x6= B C D F O H 1 J K LM N O P R 5 -408 -6 .106 10F- 41r AH AC' AF AE AD AC AS Z Y x W V U 4x6= 5x5= 5x5= 3x6 FP= 3x6= 3x6= 6x6= 10x16= 4x6= 3x6= 2_4211x ! toII K 5�8r, osB GpX, /�Tr4cNxa ToRo pte-F-45 wl i,o U c,o m �. 2..11 f)C- 11-2-12 22-7-0 22-7-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[E:0-1-8,Edge],[F:0-1-8,0-0-0],[0:0-1-8,0-0-0],[Q:0-1-8,Edge],[T:0-1-8,Edge],[W:0-4-14,Edge],[Y:0-1-8,Edge],[AD:0-1-8,Edge], AE:0-1-8,Ed e, AI:0-1-8,0-1-0, AJ:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.05 AE >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.06 AE >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 AA n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight:161 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AA-AB,Z-AA. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AI=787/0-3-0,AJ=757/0-3-0,AA=1785/0-3-8 Max Gray Al=809(load case 2),AJ=782(load case 3),AA=1785(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AH-AI=5,A-AI=-782,U-AJ=5,T-AJ=-752,A-B=-558,B-C=-555,C-D=-1062,D-E=-1062,E-F=-1073,F-G=-1073, G-H=-665,H-I=-665,I-J=329,J-K=329,K-L=-626,L-M=-626,M-N=-626,N-0=-991,O-P=-991,P-Q=-994, O-R=-994,R-S=-531,S-T=-534 BOT CHORD AG-AH=O,AF-AG=874,AE-AF=1073,AD-AE=1073,AC-AD=950,AB-AC=950,AA-AB=243,Z-AA=224,Y-Z=902, 41 X-Y=991,W-X=991,V-W=829,U-V=0 1 �1 WEBS J-AA=-210,A-AG=869,B-AG=-193,I-AA=-967,C-AG=-557,I-AB=735,H-AB=-196,C-AF=327,D-AF=-127, G-AB=498,E-AF=45,G-AD=435,E-AE=-97,F-AD=-350,K-AA=-935,T-V=832,S-V=-194,K-Z=701,M-Z=- "`,/� R-V=-519,N-Z=482,R-W=289,Q-W=-115,N-Y=463,P-W=23,0-Y=-384,P-X=-147 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3 Bearingat joints Al,AJ considers parallel to rain value using ANSI/TPI 1-1995 angle to rain formula. Building designer 1 O P 9 9 9 9 9 9 should verify capacity of bearing surface. \\0\�o-ARK•tv, ii��fj 4)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)AA. N�. .••••••• •.��,y, 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be ` O,•• Certificate attached to walls at their outer ends or restrained by other means. �• NO- 74r;r, 6)CAUTION,Do not erect truss backwards. - 7)This truss has been designed specifically for Turbo Web. 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 AUG 0 1 2003 LOAD CASE(S)Standard L' �x A '• FGuritla z. f Job Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199F ;F03A FLOOR (1 11 j _ Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MTek Industries,Inc. Wed Jul 30 14:47:36 2003 Page 1 1 1-5-13 2-0-0 scni.-1:37. D IJ t-�- W= 3x6= 3x4 I, 3x4= iN 11 4X4= 3x4= W= 3.6 FP= 30= 4x4-- B,or C48111 D E F O N 1 J _ LM N O P O R lot 111 101 101 101 10 111 lot A /NAE Al 10Y` 106•` ''701 AD AC AD 2 Y X W V U T 3x4= 3x6= 3x6 FP-- 4x6= 3X6= 3X4= 3x4= 3x0= 4X6= 3.6= 5-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[J:0-1-8,0-0-0],[K:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W:0-1-8,Edge],[AB:0-1-8,0-0-0],[AC:0-1-8,Edge], AE:0-1-8,0-1-0, AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.15 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.19 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:151 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AB-AC,AA-AB. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1239/0-5-8,AF=313/0-3-0,AA=1828/0-7-12 Max UpliftAF=-20(load case 3) Max Grav S=1239(load case 1),AF=396(load case 2),AA=1828(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AD-AF=39,A-AF=-274,S-AE=-74,R-AE=-74,A-B=-140,B-C=-136,C-D=288,D-E=288,E-F=-1310,F-G=-1310, G-H=-2305,H-1=-2305,I-J=-2742,J-K=-2742,K-L=-2742,L-M=-2742,M-N=-2418,N-0=-2418,O-P=-1510, P-Q=-1510,Q-R=-2 BOT CHORD AC-AD=3,AB-AC=136,AA-AB=136,Z-AA=602,Y-Z=602,X-Y=1872,W-X=2590,V-W=2742,U-V=2653, T-U=2030,S-T=849 WEBS D-AA=-156,A-AC=193,C-AA=-637,B-AC=-201,C-AB=102,Q-S=-1431,E-AA=-1503,Q-T=1153,E-Y=1236, , �/►(� 1/) P-T=-174,F-Y=-177,0-T=-906,G-Y=-980,O-U=677,G-X=754,N-U=-186,H-X=-196,M-U=-410,I-X=498, 1 M-V=216,I-W=368,K-V=-196,J-W=-294 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)earcapacity lat joint(s) of beacon surface. intiders parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer shout xx�� trc � Pc6t7f 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint AF. 3 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be i �.'� Certif!C2`10 •,� attached to walls at their outer ends or restrained by other means. No. i 74- , 6)CAUTION,Do not erect truss backwards. - q 7)This truss has been designed specifically for Turbo Web. _ � 8 John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 ._ :w = LOAD CASES Standard ( ) 9•< State Of %Qc Florida •cyc��,� SSii�1N.A�<� .. rJob Truss Truss Type !Qty Ply SYLVAN DRIVE TOWNHOMES i I 11199F �F03AR FLOOR 1 1 L j _ _ Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 3011:59:48 2003 Page 1 2-0-0 sow-1:77. W= 2x4 11 84= 4X4= 2X4 11 aM 11 2x4 11 7x6 FP= 2[4 II DM 11 4x4= 2.4 11 8 C D E F 6 H I J LM N O P O R I 111 101 lot 101 11 INE IE N AD AC AS z y x W V U T 2X1 11 W 11 h!= 7x4 FP= 4x4= 7X4= 7X4= 4X4= v 5-8-10 22-11-0 r 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[J:0-1-8,0-0-0],[K:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W:0-1-8,Edge],[AB:0-1-8,0-0-0],[AC:0-1-8,Edge], AE:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.15 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.18 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 S n/a BCDL 5.0 Code FBC2001 (Matrix) I 1st LC LL Min I/deft=480 Weight: 148 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AB-AC,AA-AB. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1243/0-5-8,AE=313/0-3-0,AA=1823/0-7-12 / D Fur FH r '=` Max Uplift AE=-20(load case 3) Max GravS=1243(load case 1),AE=396(load case 2),AA=1823(load case 1) FORCES (lb)-First Load Case Only 12d� u r 77 TOP CHORD AD-AE=39,A-AE=-274,R-S=-73,A-B=-140,B-C=-136,C-D=288,D-E=288,E-F=-1304,F-G=-1304,G-H=-2292, [IV H-1=-2292,I-J=-2722,J-K=-2722,K-L=-2722,L-M=-2722,M-N=-2389,N-0=-2389,O-P=-1475,P-Q=-1475,Q-R=0 ` �j, BOT CHORD 6U�AC-AD=3,AB-AC=136,AA-AB=136,Z-AA=599,Y-Z=599,X-Y=1863,W-X=2574,V-W=2722,U-V=2628, 4F tZ /N 67 T-U=1998,S-T=811 WEBS D-AA=-156,A-AC=193,C-AA=-637,B-AC=-201,C-AB=102,Q-S=-1414,E-AA=-1497,Q-T=1158,E-Y=1230, P-T=-173,F-Y=-177,0-T=-912,G-Y=-975,O-U=682,G-X=749,N-U=-187,H-X=-196,M-U=-416,I-X=-492, M-V=227,I-W=357,K-V=-203,J-W=-2871' NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AE considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer shout \** 44t3t %iy verify capacity of bearing surface. '•cam,¢ 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint AE. .`� f'ltrfate ' 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. N© 6)CAUTION,Do not erect truss backwards. 7)This truss has been designed specifically for Turbo Web. e 8)John Clark Weber,PE#17455, 1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard %o•• State Of 0 Oofnda lll.t Job Truss (Truss Type ;my Ply SYLVAN DRIVE TOWNHOMES 1 111199F F04AR FLOOR 1 1 I I -6-.660 _ ____ Job Reference o tiona 5l GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL .000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 11:58:59 2003 Page 1 S-1.-1:37. 30= 3x6= 3X4 II 3X4= 3.4= 3x4 11 4W= 3X4= 3.9 FP= 3X4= 3.4- 40= B D E F O N I J Iyl N O P O R Al AE AD AC AS M Y X W V U T 3.0= 3X4= 3X6 FP=3X6= Oat= 3X6= 3X4= 4a6= U4= 3X4- 7-8-10 22-11-0 22-11-0 Plate Offsets MY): [A:0-1-8,Edge],[C:0-1-8,Edge],[D:0-1-8,0-0-0],[L:0-1-8,Edge],[M:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W:0-1-8,0-0-0],[AB:0-1-8,Edge], AC:0-1-8,Ed e, AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.10 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.12 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl=480 Weight: 150 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 - REACTIONS (Ib/size) S=1082/0-5-8,AF=476/0-3-0,Z=1822/0-7-12 Max GravS=1084(load case 3),AF=540(load case 2),Z=1822(load case 1) FO F-> FORCES (lb)-First Load Case Only TOP CHORD AE-AF=-1,A-AF=-477,R-S=-73,A-B=-317,B-C=-314,C-D=-365,D-E=-365,E-F=333,F-G=333,G-H=-1048, H-1=-1048,I-J=-1833,J-K=-1833,K-L=-1833,L-M=-2053,M-N=-1934,N-0=-1934,O-P=-1249,P-Q=-1249,Q-R=0 BOT CHORD AD-AES,AC-AD=365,AB-AC=365,AA-AB=57,Z-AA=57,Y-Z=437,X-Y=1512,W-X=2053,V-W=2053, U-V=2053,T-U=1660,S-T=698 WEBS F-Z=-232,A-AD=493,B-AD=-235,E-Z=-660,GAD=-93,E-AB=541,C-AC=-72,D-AB=-365,G-Z=-1301, Q-S=-1217,G-Y=1066,H-Y=-178,Q-T=961,P-T=-172,1-Y=-809,0-T=-716,I-X=560,J-X=-106,O-U=479, N-U=-160,L-X=419,M-U=-226,L-W=55,M-V=-24 11 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. s 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AF considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. �t,gpuur1:11n„y 4)attached tnd o walls at their outer endsacks,on dorrestrained by other Baned at 10-0-0 oc s fastened to each truss with 3-16d nails. Strongbacks to be 0 ARK O6)This truss has been designed o not erect trussspe�cally for Turbo Web. ��ards. \`\��'�••~ t '• r 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 No. 74rj5 LOAD CASE(S)Standard JUL 3 p 2003 9'. State Of ii"��//SSS "O IN Alii- Job Truce- -yr Type ?Qty Ply SYLVAN DRIVE TOWNHOMES 11199F I F04A FLOOR 1 1 IJob Reference(optional)_ GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 000 s Feb 6 2003 MiTek Industries,Inc. ed.Ju30 14:47:46 2003 Page 1 i i S-1.-1:37.1 i i P�maV� o�sr i U4= 1 3x6= 30 11 3.4= 3x4= 7X4 I I 4x4= 3X4= 3X6 FP= 3x4= 3x4= 4X4= _ B D E F O N 1 J M-108 N O P a R I F I � n AE AD AG AB M Y X w v U T 3X6= 30 3x6 FP=3x6= 4x6= 3.6= 3.6= 4x6= 3X6= 7-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A0-1-8,Edge],[C:0-1-8,Edge],[D:0-1-8,0-0-0],[L:0-1-8,Edge],[M:0-1-8,Edge],[11:0-1-8,040-0],[V:0-1-8,Edge],[W:0-1-8,0-0-0],[AB:0-1-8,Edge], AC:0-1-8,Ed e, AF:0-1-8,0-1-0, AG:0-1-8 0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.10 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.12 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight: 153 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1078/0-5-8,AG=476/0-3-0,Z=1826/0-7-12 Max GravS=1081(load case 3),AG=540(load case 2),Z=1826(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AE-AG=-1,A-AG=-477,S-AF=-73,R-AF=-73,A-B=-317,B-C=-315,C-D=-366,D-E=-366,E-F=332,F-G=332, G-H=1055,H-1=-1055,I-J=-1845,J-K=-1845,K-L=-1845,L-M=-2072,M-N=-1958,N-0=-1958,O-P=-1279, P-Q=-1279,Q-R=-2 BOT CHORD AD-AE=O,AC-AD=366,AB-AC=366,AA-AB=58,Z-AA=58,Y-Z=441,X-Y=1522,W-X=2072,V-W=2072, U-V=2072,T-U=1686,S-T=731 y WEBS F-Z=-232,A-AD=494,B-AD=-234,E-Z=-659,C-AD=-93,E-AB=541,C-AC=-72,D-AB=-364,G-Z=-1306, Q-S=-1231,G-Y=1071,H-Y=-178,Q-T=956,P-T=-172,1-Y=-814,0-T=-71 1,I-X=564,J-X=-103,O-U=474, fl n N-U=-163,L-X=-430,M-U=-216,L-W=60,M-V=-291 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AG considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. GLARK. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �\��'�•certificate 5)CAUTION,Do not erect truss backwards. Pdo 17455 6)This truss has been designed specifically for Turbo Web. 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205zt LOAD CASE(S)Standard = JUL 3 '-P - Florida •0a ON A i 3 z - - - -- - - -- ---� Job T -' russ- ----- -Truss Type Qty Ply I SYLVAN DRIVE TOWNHOMES T1 199F F05A FLOOR 1 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILEL,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 14:47:51 2003 Rage 1 S-1.-1:37. �r--MWE� o►0 3x4= lbce= 3x4 11 3x4= 3x4= 3x4== 3x4 II 4x4= 3x8 FP= 3x4= 3x4= e C D E F O H 1 J K L M N O P O R lot lot / \, lot lot \ 101 1W \ 7 O Al lot 103•' '1W AC AB AA Z Y W v U T 3x4= 3x4= 3x8= 3x6= 4x6= 3.4= 3x4= 3x4= 3x8= 3x8 FP- 9-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge],[M:0-1-8,0-0-0],[N:0-1-8,Edge],[R:0-1-8,0-0-0],[U:0-1-8,Edge],[V:0-1-8,Edge],[Z:0-1-8,0-0-0], AA:0-1-8,Ed e, AD:0-1-8 0-1-0, AE:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.07 T-U >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.09 T-U >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight: 150 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 *Except* 6-0-0 oc bracing:AB-AC,X-Y. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=923/0-3-8,AE=646/0-3-0,X=1812/0-7-12 Max GravS=933(load case 3),AE=686(load case 2),X=1812(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AC-AE=-1,A-AE=-647,S-AD=-73,R-AD=-73,A-13=450,B-C=-447,C-D=-715,D-E=-715,E-F=-486,F-G=-486, G-H=320,H-1=320,I-J=-853,J-K=-853,K-L=-1516,L-M=-1516,M-N=-1516,N-0=-1516,O-P=-1059,P-Q=-1059, Q-R=-2 BOT CHORD AB-AC=-O,AA-AB=654,Z-AA=715,Y-Z=715,X-Y=165,W-X=344,V-W=1218,U-V=1516,T-U=1353,S-T=619 WEBS H-X=-205,A-AB=701,B-AB=-202,G-X=-821,C-AB=-360,G-Y=560,F-Y=-53,C-AA=139,E-Y=-493,D-AA=-151, E-Z=89,I-X=-1123,O-S=-1042,I-W=887,J-W=-193,Q-T=768,P-T=-166,K-W=-637,0-T=-513,K-V=482, O-U=263,M-V=-325,N-U=-213 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AE considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should /eatlll„1 verify capacity of bearing surface. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be G� ✓kk''e•;, attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ��C•� Certificate 6)This truss has been designed specifically for Turbo Web. No. 17455 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 - LOAD CASE(S)Standard = JUL 3 0 2003 ` •cc s,•' State Of Q' Florida (gam r fi//i///SISI 0� AL ,�� Job Truss i Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199F F05AR 1 FLOOR 1 1 Job Referenceioptionat) GRANQzER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 11:58:01 2003 Page 1 i i 1-3-0 10-5 SUN 1:37 1 2x4= 8x6= W i t 2x4 II 40= 2x4 II 3X5 FP= 2x4 11 2x4 II 2x4 II 2x1 If 1 �, B C D E F O N I 1 K L M O P O R ID n T 10F F 10k ''166 AC AB M Z Y w v U T 1x411 316= 2x411 Bch= 3A= 4x6= 3x8= US FP= 3X4,- 9-8-10 X^9-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge],[M:0-1-8,0-0-0],[N:0-1-8,Edge],[R:0-1-8,040-0],[U:0-1-8,Edge],[V:0-1-8,Edge],[Z:0-1-8,0-0-0], AA:0-1-8 Ede AD:0-1-8 0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.07 T-U >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.45 Vert(TL) -0.09 T-U >999 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=480 Weight: 148 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 `Except' 6-0-0 oc bracing:AB-AC,X-Y. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) S=926/0-3-8,AD=645/0-3-0,X=1809/0-7-12 n Max Gav S=936(load case 3),AD=686(load case 2),X=1809(load case 1) O I FORCES (lb)-First Load Case Only TOP CHORD AC-AD=-1,A-AD=-646,R-S=-73,A-B=-450,B-C=-446,C-D=-713,D-E=-713,E-F=-482,F-G=-482,G-H=325, H-1=325,1-J=-843,J-K=-843,K-L=-1498,L-M=-1498,M-N=-1498,N-0=-1498,O-P=-1033,P-Q=-1033,Q-R=0 BOT CHORD AB-AC=O,AA-AB=652,Z-AA=713,Y-Z=713,X-Y=161,W-X=336,V-W=1205,U-V=1498,T-U=1330,S-T=591 WEBS H-X=-205,A-AB=700,B-AB=-202,G-X=-822,GAB=-359,G-Y=561,F-Y=-52,GAA=137,E-Y=-495,D-AA=-150, E-Z=90,1-X=-1119,Q-S=-1030,I-W=883,J-W=-193,Q-T=772,P-T=-167,K-W=-632,0-T=-518,K-V=474, O-U=271,M-V=-320,N-U-217 6 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AD considers parallel to gain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)altRecommend hed to walls at their out r endacks,on sdorrestrained by other eaned at 10-0-0 oc �fastened to each truss with 3-16d nails. Strongbacks to be ART< f, 5 CAUTION,Do not erect truss backwards. O r1 '''''••,tQ�'% 6)This truss has been designed specifically for Turbo Web. Certificate 7) 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 No 1 7455 LOAD CASE(S)Standard JVJ ��• State Of •�'' %0�c Florida -'0 '0 thlAt�\y��41 !Job Truss (Truss Type jQty Ply SYLVAN DRIVE TOWNHOMES t 1149F I F01 FLOOR 28 1 Job Referencejoptional) �GRAN&ER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 10:27:05 2003 Page 1 i �10='r 241j x TOl�AG �/`fiGa Vjj ,od Gom ►fQ 3X,II 5x5= 4.4= as= 3c4= 4.4= 3x4= an FP= 4x4= 4za= u 7xa= A 6 C D E F G H 1 -108 K L Mi O P O R _h. p t Uri h" 7 ,'\-Z "Lr r- AD AC AD AA z r x w v U T 5xe= 5iA= 4xa= axa MUNN FIC US= 3*4= do= 4x6= 5xa= 5xa= 11 r:7-Z) T I 22-11-0 22-11-0 Plate Offsets 1:0-1-8 Ede J:0-1-8 Ede S:0-3-8 Ede :0-1 8 E e Z:0-1-8 Ede AF:0-1-8 0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.41 Y-Z >664 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.51 Y-Z >531 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.06 AG n/a e BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min Vdefl=480 Weight:157 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-5-7 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AE=1687/0-5-8,AG=1696/0-3-0 FORCES (lb)-First Load Case Only TOP CHORD AE-AF=-68,A-AF=-68,T-AG=6,S-AG=-1690,A-B=-2,B-C=-2152,C-D=-2152,D-E=-3683,E-F=-3683,F-G=-4666, G-H=-4666,H-1=-5085,I-J=-5085,J-K=-4965,K-L=-4965,L-M=-4293,M-N=-4293,N-0=-4293,O-P=-3062, P-Q=-3062,Q-R=-1281,R-S=-1285 BOT CHORD AD-AE=1148,AC-AD=2984,AB-AC=4240,AA-AB=4240,Z-AA=4943,Y-Z=5085,X-Y=5085,W-X=4700, V-W=3744,U-V=2235,T-U=0 WEBS B-AE=-1975,S-U=2009,R-U=-165,B-AD=1716,C-AD=-173,Q-U=-1662,D-AD=-1452,Q-V=1442,P-V=-18', za01 } D-AC=1219,E-AC=-177,O-V=-1190,F-AC=-971,O-W=958,M-W=-178,F-AA=743,G.-AA=-190,L-W=-709, �/ fir• H-AA=-483,L-X=463,K-X=-103,H-Z=313,J-X=-279,I-Z=-252,J-Y=4 NOTES (6-7) 1)All plates are M1120 plates unless otherwise indicated. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AG considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Bui"ding designer s ould verify capacity of bearing surface. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be \\��Nt�ttIt111trr/r1"I attached to walls at their outer ends or restrained by other means. �� CLARK IV/!//, 5)CAUTION,Do not erect truss backwards. \��••'' •' •.!ce/,cif` 6)This truss has been designed specifically for Turbo Web. 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 ��•• CertifiGat@ No. 17455 LOAD CASE(S)Standard AUG 0 12003 9 • State Of •w g '�,��'�.• Florida •G��a Job Truss TTruss Typei Qty Ply SYLVAN DRIVE TOWNHOMES 11199F (F02B iFLOOR !2 I1 Job Reference(optional GRANDER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 10:28:29 2003 Page 1 1_3-0 0 4 6 Sc.l.-1:3a so= 3.411 3x4= sxs= W= 3x4= 3x4 It 3x4= 3xa FP= Sxi= 10x10= 3x4= 3x4 11 S.e= B C D F 0 H 1 J K LN N O P R S 44 '0 106 10111,' 414 AH AO AF AE AD AC AS z Y x W V US= 5x5= Sa5= US FP-' 3x4= Sae= Sxe= 10x10= 4x0= 3a= I) 4-_.,, fit=D U G T- Fr6M :°vT i5� r 11-5-12 22-7-0 22-7-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[E:0-1-8,Edge],[F:0-1-8,0-0-0],[0:0-1-8,0-0-0],[Q:0-1-8,Edge],[T:0-1-8,Edge],[W:0-4-14,Edge],[Y:0-1-8,Edge],[AD:0-1-8,Edge], AE:0-1-8,Ed a AI:0-1-8,0-1-0, AJ:0-1-8 0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in Qoc) Vdeff PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.05 AE >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.06 AE >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 AA n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight: 161 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AA-AB,Z-AA. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AI=787/0-3-0,AJ=757/0-3-0,AA=1785/0-3-8 Max Gray AI=809(load case 2),AJ=782(load case 3),AA=1785(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AH-AI=5,A-AI=-782,U-AJ=5,T-AJ=-752,A-B=-558,B-C=-555,C-D=-1062,D-E=-1062,E-F=-1073,F-G=-1073, G-H=-665,H-I=-665,1-J=329,J-K=329,K-L=-626,L-M=-626,M-N=-626,N-0=-991,O-P=-991,P-Q=-994, Q-R=-994,R-S=-531,S-T=-534 BOT CHORD AG-AH=O,AF-AG=874,AE-AF=1073,AD-AE=1073,AC-AD--950,AB-AC=950,AA-AB=243,Z-AA=224,Y-Z=902, X-Y=991,W-X=991,V-W=829,U-V=0 WEBS J-AA=-210,A-AG=869,B-AG=-193,I-AA=-967,C-AG=-557,I-AB=735,H-AB=-196,C-AF=327,D-AF=-127, /R ,! G-AB=-498,E-AF=-45,G-AD=435,E-AE=-97,F-AD=-350,K-AA=-935,T-V=832,S-V=-194,K-Z=701,M-Z=-185, �,fJ R-V=-519,N-Z=-482,R-W=289,Q-W=-115,N-Y=463,P-W=23,0-Y=-384,P-X=-147 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)All AJ considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designe should verify capacity of bearing surface. ��p1NUt1+++Hrrpr/J 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be �v``b-ARK• attached to walls at their outer ends or restrained by other means. \ �r1•.• •,F�/�i� 5)CAUTION,Do not erect truss backwards. 4N Certificate • 'c'S� '., 6)This truss has been designed specifically for Turbo Web. >,' 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 ZNo 74FF LOAD CASE(S)Standard _ Ftti}li E'i X w 'P State 4t •4iD '�,��dre- . Job -TTruss Truss Type Qty 1 Ply SYLVAN DRIVE TOWNHOMES I 11199F F02BR FLOOR 2 1 Job Reference(optional) GRAN$ER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Fri Aug 01 10:29:06 2003 Page 1 1-3-0 0�6 snl.-rae. 5.6= 3x4 11 3,4= 5X5= 5x5- 3*4= 3X4 11 bM= SA FP-- 666= 10.10= 3x4= 3x0 0 5x6= B C D0„ F 0 H 1 J K LM N O P R S - 1 1911 lei 101 111 r - AH AO AF AE AD AC AS NA z Y X w v U 4x6= 3"= 5x5= 3x6 FFA 61A= 3X6= 46= 1000= 4x6= 3x6= / 2a-•"x 1!1011 7C 5/$�r o5B GAX PrrnarGHxG /Tr I3o Ft'G•F-6 &j/ i. G� GO M (t, 211 V L 11-2-12 22-7-0 22-7-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[E:0-1-8,Edge],[F:0-1-8,0-0-0],[O:0-1-8,0-"],[Q:0-1-8,Edge],[T:0-1-8,Edge],[W:0-4-14,Edge],[Y:0-1-8,Edge],[AD:0-1-8,Edge], AE:0-1-8,Ed e, AI:0-1-8,0-1-0, AJ:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.05 AE >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.06 AE >999 BCU- 0.0 Rep Stress Incr YES i WB 0.36 Horz(TL) 0.00 AA n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight:161 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AA-AB,Z-AA. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AI=787/0-3-0,AJ=757/0-3-0,AA=1785/0-3-8 Max Grav AI=809(load case 2),AJ=782(load case 3),AA=1785(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AH-AI=5,A-A1=-782,U-AJ=5,T-AJ=-752,A-B=-558,B-C=-555,C-D=-1062,D-E=-1062,E-F=-1073,F-G=-1073, G-H=-665,H-I=-665,I-J=329,J-K=329,K-L=-626,L-M=-626,M-N=-626,N-0=-991,O-P=-991,P-Q=-994, Q-R=H=O, F-AG 8 ,AE-534 ^� BOT CHORD AG-AH=O,AF-AG=874,AE-AF=1073,AD-AE=1073,AGAD=950,AB-AC=950,AA-AB=243,Z-AA=224,Y-2=902, ` X-Y=991,W-X=991,V-W=829,U-V=0 { WEBS J-AA=-210,A-AG=869,B-AG=-193,I-AA=-967,C-AG=-557,1-AB=735,H-AB=-196,C-AF=327,D-AF=-127; G-AB=-498,E-AF=-45,G-AD=435,E-AE=-97,F-AD=-350,K-AA=-935,T-V=832,S-V=-194,K-Z=701,Iii v �e R-V=-519,N-Z=-482,R-W=289,Q-W=-115,N-Y=463,P-W=23,O-Y=-384,P-X=-147 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)Al[plates are 2x4 M1120 unless otherwise indicated. 3)Bhearing ould9 enfy capacity of bearing surfaceat joint(s)At,AJ considers . \\\\ to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer \\\��N��G�ARtKt/r ��/'ri 4)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)AA. �. \ -•'`•• 8� 'fi,�� 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be .� O Certificate attached to walls at their outer ends or restrained by other means. No. 174r 5 6)CAUTION,Do not erect truss backwards. 7)This truss has been designed specifically for Turbo Web. AUG O 2003 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 - u %,off .i - LOAD CASE(S)Standard 'gyp•• S<<t,4 �2,. FCurwda •(y �� ''may711, St d 4niqu;,drnedo�oisaa•.xc>la Job Truss Truss Type I Qty I Ply SYLVAN DRIVE TOWNHOMES 11199E F03A FLOOR Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 14:47:36 2003 Page 1 I 1 1-5-13 2-0-0 Sul.-1:37. P�:rnovr- a� V 3x1= 5X6= 3.4! 3x1= 3x1 11 4.4= 3.4= 3X4= 3x6 FP= axe= axa-_ B C D E F O H 1 J K, LM N O P O R \\ 4 11 All \ QQ JJJ \ for AD Ac AB z r x W v U T 3x4= 3x6= 3X6 FP= 4.6= 3x6= 3x4= 3x4= 3X6= 4.6= 3.5= 5-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[J:0-1-8,0-0-0],[K:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W:0-1-8,Edge],[AB:0-1-8,0-0-0],[AC:0-1-8,Edge], AE:0-1-8,0-1-0, AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.15 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.19 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:151 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puriins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AB-AC,AA-AB. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1239/0-5-8,AF=313/0-3-0,AA=1828/0-7-12 Max UpliftAF=-20(load case 3) Max GravS=1239(load case 1),AF=396(load case 2),AA=1828(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AD-AF=39,A-AF=-274,S-AE=-74,R-AE=-74,A-B=-140,B-C=-136,C-D=288,D-E=288,E-F=-1310,F-G=-1310, G-H=-2305,H-1=-2305,I-J=-2742,J-K=-2742,K-L=-2742,L-M=-2742,M-N=-2418,N-0=-2418,O-P=-1510, P-Q=-1510,Q-R=-2 BOT CHORD AC-AD=3,AB-AC=136,AA-AB=136,Z-AA=602,Y-Z=602,X-Y=1872,W-X=2590,V-W=2742,U-V=2653, T-U=2030,S-T=849 WEBS D-AA=-156-AAC=193,GAA=-637B-AC=-201,C-AB=102,Q-S=-1431,E-AA=-1503,Q-T=1153,E-Y=1236, P-T=-174,F-Y=-177,O-T=-906,G-Y=-980,O-U=677,G-X=754,N-U=-186,H-X=-196,M-U=-410,1-X=-498, 'x (/ n M-V 216,I W 368,K V 196,J W-294 NOTES (7-8) ' 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AF considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer shout verify capacity of bearing surface. \\` G; .�`ItcerrF 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint AF. �`,. .• F 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacksto be O,•• Certificate attached to walls at their outer ends or restrained by other means. gyp, 17455 6)CAUTION,Do not erect truss backwards. =_ 7)This truss has been designed specifically for Turbo Web. 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 = �UL 3 O � ;cc : LOAD CASE(S)Standard A' lu A• State Of •2, O,c Florida '0 SSl //N001/11H111, / i1A�•�c -�-- rJob ss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES i 11199F I F03AR FLOOR '1 1 __ 1 Job Reference (optional _ GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 11:59:48 2003 Page 1 1-5-131,1 2 S-W-1:37. 2X4= 2.411 3x5= 40= 2x4 11 W 11 214 11 3X0 FP= 2.411 2x4 11 4x4= 214 11 _ B C D E F a H 1 J LM N O P O R i t06•- 106'' -105 AD AC AB Z y X W V U T W 11 2.4 11 us= 3x5 FP= 40= 3x5= 6x5= 4x6= 1 5-8-10 22-11-0 J i 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[J:0-1-8,0-0-0],[K:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge),[W:0-1-8,Edge],[AB:0-1-8,0-0-0],[AC:0-1-8,Edge), AE:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.15 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.18 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=480 I Weight: 148 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:AB-AC,AA-AB. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1243/0-5-8,AE=313/0-3-0,AA=1823/0-7-12 /vC) FU p. r Max UpliftAE=-20(load case 3) Max GravS=1243(load case 1),AE=396(load case 2),AA=1823(load case 1) FORCES (lb)-First Load Case Only u f TOP CHORD AD-AE=39,A-AE=-274,R-S=-73,A-B=-140,B-C=-136,C-D=288,D-E=288,E-F=-1304,F-G=-1304,G-H=-2292, / H-1=-2292,I-J=-2722,J-K=-2722,K-L=-2722,L-M=-2722,M-N=-2389,N-0=-2389,O-P=-1475,P-Q=-1475,Q-R=0 /1 `^ `6U1Ar, / BOT CHORD AC-AD=3,AB-AC=136,AA-AB=136,Z-AA=599,Y-Z=599,X-Y=1863,W-X=2574,V-W=2722,U-V=2628, /* ETz 67 T-U=1998,S-T=811 WEBS D-AA=-156,A-AC=193,C-AA=-637,B-AC=-201,C-AB=102,Q-S=-1414,E-AA=-1497,Q-T=1158,E-Y=1230, P-T=-173,F-Y=-177,0-T=-912,G-Y=-975,O-U=682,G-X=749,N-U=-187,H-X=-196,M-U=-416,I-X=-492, M-V=227,I-W=357,K-V=-203,J-W=-287 1 NOTES (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AE considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer shout verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint AE. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be .� ce1t 7 vj5 attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)This truss has been designed specifically for Turbo Web. 8)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 w o'• state 01 R \ LOAD CASE(S)Standard ,p.• ada •r� .,��p^•, Flot •.•i��. 1J6b Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 11199F F04AR I FLOOR 11 1 I Job Reference(optional) -..... GRANVER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 3011:58:59 2003 Page 1 I 3x4= Sas= 3x/11 W= 3x4= SSI II 4x4= 3x4= 3"FP= 3X4= 34- 4x4= B D E F O N 1 J M N O P O R Al s- AE AD AC AS M Y X W V U T �= 3x4= 3xs FP=3xs= 4xs= 3x6= Us= 44= 3x4= 3X4- 7-8-10 22-11-0 r ' 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[D:0-1-8,0-0-0],[L:0-1-8,Edge],[M:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W.0-1-8,0-0-0],[AB:0-1-8,Edge], AC:0-1-8,Ed e, AF:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.10 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.12 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Vdefl=480 Weight: 150 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) S=1082/0-5-8,AF=476/0-3-0,Z=1822/0-7-12 Max Grav S=1 084(load case 3),AF=540(load case 2),Z=1822(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AE-AF=1,A-AF=-477,R-S=-73,A-B=-317,B-C=-314,C-D=-365,D-E=-365,E-F=333,F-G=333,G-H=-1048, H-1=-1048,I-J=-1833,J-K=-1833,K-L=-1833,L-M=-2053,M-N=-1934,N-0=-1934,O-P=-1249,P-Q=-1249,Q-R=0 BOT CHORD AD-AE=O,AC-AD--365,AB-AC=365,AA-AB=57,Z-AA=57,Y-Z=437,X-Y=1512,W-X=2053,V-W=2053, U-V=2053,T-U=1660,S-T=698 WEBS F-Z=-232,A-AD=493,B-AD=-235,E-Z=-660,GAD=-93,E-AB=541,C-AC=-72,D-AB=-365,G-Z=-1301, Q-S=-1217,G-Y=1066,H-Y=-178,Q-T=961,P-T=-172,1-Y=-809,0-T=-716,I-X=560,J-X=-106,O-U=479, N-U=-160,L-X=-419,M-U=-226,L-W=55,M-V=-24 NOTES (6-7) d/ J 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AF considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)attached Recommend walls at thei bouter endsacks,on dor restrained by otd at her means.oc and fastened to each truss with 3-16d nails. Strongbacks to be `\\` G •r /� 5)CAUTION,Do not erect truss backwards. 6)This truss has been designed specifically for Turbo Web. ��]0'• Certificate 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 Pdo. 1 7$b5 - LOAD CASE(S)Standard :i 4i 90• state Of •� Zz .o Florida >'C9, i�: \ Job Truce Truss Type Qt PI SYLVAN DRIVE TOWNHOMES YP I Y Y � i• 111199F IF04A ;FLOOR 1 1 _ _ Job Reference(optional) GRANGER LUMBER AND HARDWARE,,JACKSONVILEE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 14:47:46 2003 Page 1 I �1-3-0� 1I 1 sant+-I:az7 i P�►�DV� o�s� 3x4- i 5x6= 30 11 3.4= 3x4= 3X4 11 4x4= 3x4= 3x6 FP= 30= 3x4= 4x4ot_ = B C D E F O H 1 J M N O P O R 1 \ 191 14110 -6 --Ids r- AE AD AC AS AA Y X W V U T 3x6= 3x4= 3x6 FP=3x6= 4x6= 3x6= 3X6= 4x6= 3x6= 7-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[C:0-1-8,Edge],[D:0-1-8,0-0-0],[L:0-1-8,Edge],[M:0-1-8,Edge],[R:0-1-8,0-0-0],[V:0-1-8,Edge],[W:0-1-8,0-0-0],[AB:0-1-8,Edge], AC:0-1-8,Edge], AF:0-1-8,0-1-0, AG:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.10 V >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.12 V >999 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight: 153 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=1078/0-5-8,AG=476/0-3-0,Z=1826/0-7-12 Max GravS=1081(load case 3),AG=540(load case 2),Z=1826(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AE-AG=-1,A-AG=-477,S-AF=-73,R-AF=-73,A-B=-317,B-C=-315,C-D=-366,D-E=-366,E-F=332,F-G=332, G-H=-1055,H-1=-1055,I-J=-1845,J-K=-1845,K-L=-1845,L-M=-2072,M-N=-1958,N-0=-1958,O-P=-1279, P-Q=-1279,Q-R=-2 BOT CHORD AD-AE=-O,AC-AD=366,AB-AC=366,AA-AB=58,Z-AA=58,Y-Z=441,X-Y=1522,W-X=2072,V-W=2072, U-V=2072,T-U=1686,S-T=731 WEBS F-Z=-232,A-AD=494,B-AD=-234,E-Z=-659,C-AD=-93,E-AB=541,C-AC=-72,D-AB=-364,G-Z=-1306, Q-S=-1231,G-Y=1071,H-Y=-178,Q-T=956,P-T=-172,1-Y=-814,0-T=-711,I-X=564,J-X=-103,O-U=474, N-U=-163,L-X=-430,M-U=-216,L-W=60,M-V=-29 •� ->� NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AG considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should \�4��aerrllrepasrar;,yt verify capacity of bearing surface. j ARK G•...,• a 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be •.�fQ attached to walls at their outer ends or restrained by other means. • certificate 5 CAUTION,Do not erect truss backwards. 6)This truss has been designed specifically for Turbo Web. No. 17455 7)John Clark Weber,PE#17455, 1210 Lane Ave.S.Jacksonville,FL 32205 2003 LOAD CASE(S)Standard - • ,uJa jT -P State Of :.44/ %nc Florida i0IN A;L,1j a�a i Job - -- - ;Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES I I11199F F05A FLOOR 1 1 Job Reference(optional) RA ELUMBER MBER AND HARDWARE,JACKSONILLFL _ VE, 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 3014:47:51 2063 Page 1 - SaM-1:77. DNS 3X4 U6 5x6= h/11 3x!= 3t4= ]x,= 7x4 II ,x!= he FP= St!= 3.4-= a C D E F O X I J K L M N O r O R t q 9 tot Joe- AC or-AC AB AA z V w v U T tee= 7x4= US mo= lae= 3X4= Axl= he= sxe= SA FT- 9-8-10 22-11-0 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge),(M:0-1-8,0-0-0],[N:0-1-8,Edge],[R:0-1-8,0-0-0],[U:0-1-8,Edge],[V:0-1-8,Edge],[Z:0-1-8,0-0-0], AA:0-1-8 Ed e, AD:0-1-8 0-1-0, AE:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.07 T-U >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.09 T-U >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:150 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 'Except' 6-0-0 oc bracing:AB-AC,X-Y. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=923/0-3-8,AE=646/0-3-0,X=1812/0-7-12 Max Grav S=933(load case 3),AE=686(load case 2),X=1812(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AC-AE=-1,A-AE=-647,S-AD=-73,R-AD=-73,A-B=-450,B-C=-447,C-D=-715,D-E=-715,E-F=-486,F-G=-486, G-H=320,H-1=320,I-J=-853,J-K=-853,K-L=-1516,L-M=-1516,M-N=-1516,N-0=-1516,O-P=-1059,P-Q=-1059, Q-R=-2 BOT CHORD AB-AC=0,AA-AB=654,Z-AA=715,Y-Z=715,X-Y=165,W-X=344,V-W=1218,U-V=1516,T-U=1353,S-T=619 WEBS H-X=-205,A-AB=701,B-AB=-202,G-X=-821,GAB=-360,G-Y=560,F-Y=-53,GAA=139,E-Y=-493,D-AA=-151, E-Z=89,I-X=-1123,Q-S=-1042,I-W=887,J-W=-193,Q-T=768,P-T=-166,K-W=-637,0-T=-513,K-V=482, O-U=263,M-V=-325,N-U=-213 NOTES (6-7) ++�� 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AE considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. ��steuaiay770rr". ARK 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be C. ..... attached to walls at their outer ends or restrained by other means. \��`�.2�•'• '• 5)CAUTION,Do not erect truss backwards. .•• Certificate 6)This truss has been designed specifically for Turbo Web. p]o. 174 55 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard = ' JUL 3 0 2M3 0� State Of a cw X. A,1. Florida •c�.�:' � Sg/OIN Job Truss Truss Type QtyPly SYLVAN DRIVE TOWNHOMES 11199F F05AR i FLOOR 1 1 Job Reference(optional) GRANQeER LUMBER AND HARDWARE JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Jul 30 11:58:01 2003 Page 1 i I 1-3-0 10-5 i sma.1:37. i I 2314= sxa= 2x4 it 24 11 4z1= 24 II 3X6 FP= 2X/II 1x1 II 2c4 II 2c4 II a C D F O H I J R L Y Nr- O P O R b i O for- tar- -in AC AS AA z y W V U T 20 11 Us= 2x4 11 3x6= = 4xa= 34= 3x6 FP= 3x4 9-8-10 22-11-0 - , 22-11-0 Plate Offsets(X,Y): [A:0-1-8,Edge],[D:0-1-8,Edge],[E:0-1-8,Edge],[M:0-1-8,0-0-0],[N:0-1-8,Edge],[R:0-1-8,0-0-0],[U:0-1-8,Edge],[V:0-1-8,Edge],[Z:0-1-8,0-0-0], AA:0-1-8,Ed e, AD:0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.07 T-U >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.45 Vert(TL) -0.09 T-U >999 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:148 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: WEBS 4 X 2 SYP No.3 'Except' 6-M oc bracing:AB-AC,X-Y. W6 4 X 2 SYP No.2,W6 4 X 2 SYP No.2 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=926/0-3-8,AD=645/0-3-0,X=1809/0-7-12 Max Gav S=936(load case 3),AD=686(load case 2),X=1809(load case 1) FORCES (lb)-First Load Case Only TOP CHORD AC-AD=-1,A-AD=-646,R-S=-73,A-B=-450,B-C=-446,C-D=-713,D-E=-713,E-F=-482,F-G=-482,G-H=325, H-1=325,I-J=-843,J-K=-843,K-L=-1498,L-M=-1498,M-N=-1498,N-0=-1498,O-P=-1033,P-Q=-1033,Q-R=0 BOT CHORD AB-AC=O,AA-AB=652,Z-AA=713,Y-Z=713,X-Y=161,W-X=336,V-W=1205,U-V=1498,T-U=1330,S-T=591 WEBS H-X=-205,A-AB=700,B-AB=-202,G-X=-822,C-AB=-359,G-Y=561,F-Y=-52,C-AA=137,E-Y=-495,D-AA=-150, E-Z=90,I-X=-1119,Q-S=-1030,I-W=883,J-W=-193,Q-T=772,P-T=-167,K-W=-832,O-T=-518,K-V=474, O-U=271,M-V=-320,N-U=-217 NOTES (6-7) , 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated. 3)Bearing at joint(s)AD considers parallel to grain value using ANSI/TPI 1-1995 angle to gain formula. Building designer should verify capacity of bearing surface. 4)attached to walls at their outer ends orrestrained by other mean Recommend spaced at Oher d fastened to each truss with 3-16d nails. Strongbacks to be ARK.rr rr�` 5)CAUTION,Do not erect truss backwards. ��. '•• ''.;4<<�`'�, 6)This truss has been designed specifically for Turbo Web. ��O•• Certificate 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 NO 1 7455 LOAD CASE(S)Standard • State Of '?y 0,c Flntida i��'' R E C E I v ED + Cin{ OF A,7LAiNTKC BEACH 8 ZOr'nn„ CITY OF ATLANTIC BEACH I NIAY 0 2 2003 BUILDING PERMIT APPLICATION (FOR NEW SINGLE FANULY RESIDENCE AND _ I DUPLEX CONSTRUCTION) -- --/01 I t/ 113 S;Y/- VeAj Date: 2I �Z 13�v1c 10 Job Address: UJ . � n Owner of Property: ',(LaA1h4 Tau�ae� . LLC._ Address: 3(,01 Q�,Fo.rJ D,2�k\js= kXZ. l[1,�, &EAla-1 UW Telephone: Legal Description: Block Number: Lot Number: qZ I -92.7- Zoning District: Contractor: �'ynT(�•�� •�,.•� 4�.,�` State License Number: � Contractor's Address: 4+-T ATLat4mc, Buir �)(ArrL 3 A1Ltttmir- GN- Telephone: 24"drt - 9 Z-6q Fax: 2 7 — M-4- Describe proposed use and work to be done: CSL�AGT(Cr,1 OF 1121f�1 Present use of land or building(s): VACI�] Valuation of proposed construction: �30E Is approval of Homeowner's Association or other private entity required?r�Q If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. WYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. [ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. ` Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction n, topographical survey or grading plan is required (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated ?Zi2i-t n- A,-t-i-ACH1242�� STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://wwW.ei-atlantic-beach.fl.us Page I Revised 1/14/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J y ATLANTIC BEACH, FLORIDA 32233 z INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026000 Date 9/23/03 Property Address . . . . . . 109 SYLVAN DR Tenant nbr, name . . . . . . TRIPLEX 109, 111, 113SYLVAN Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 Owner Contractor ------------- ------ ----- - --------- - ---- - -------- SYLVAN DRIVE TOWNHOMES, LLL BARNETTE CONSTRUCTION INC. 3601 OCEAN DRIVE 447-3 ATLANTIC BLVD. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 246-5737 ------ Structure Information NEW 2 STORY TRIPLEX ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Sub Contractor . . TROPIC HEATING & AIR Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Owner of Property: 54zvT-- h Nv%►6y y. Job Address: 10'�'l _T.1/� Contractor: !M_ � Irojem 14r_"115' * A In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a pant hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type o beating fuel: B. Electric IS OTHER CONSTRUCTLIOV BE NCr DONE ON THIS O Gas: _,LP _Natural _Central Utility BUILDING OR SITE? 0-5 ❑ Oil U Other-Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE ® 'Residential' aF WORK or Commercial INSTALLED lY New Building (Provide complete list of components on back of this form) O Existing Building 9 Heat _Space _Recessed -'-C entral _Flo" ❑ Replacement of existing system Qom' Air Conditioning: Room --Central (Y'New Installation(No system previously installed) Gk' Duct System: Material Thickness ❑ Extension or add-on to existing system cfm ❑ Outer-Specify Maximum capacity ❑ Refrigeration O Cooling tower: Capacity O Fire sprinklers: Number of treads THIS SPACE FOR OFFICE USE ONLY O Elevator: — ManliB Escalator (Number) (Received) O Gasoline pums _ (Number) ❑ Tye (Numbcr) Rcmarks O LPG c:oaUuaas (Number) O Unfired pressure vessel Permit Approved by Date O Boilers ❑ Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Desgriptian Model Number Manufacturer ca. Approving 41 �r P C C46 zR (Toni) .5 nev V L HEATING-FURNACES,BOILERS,FIREPLACES Number Units .De Axion el N ber Manµ¢et»r Capaci Approving p�,c Z CA�r>. (BT t5.5 A cn-;,r v TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency $00 Seminole Road•:Atlantic Beach.Florida 32233-5445 Phoae:("4)247-5900 0 Fax:(904)237-5845• htttp=llvrww.riatlantic-beurh_il.us 1114103 CITY OF ATLANTIC BEACH i f 800 SEMINOLE ROAD J sr ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 CJs# Application Number . . . . . 03-00026939 Date 9/23/03 Property Address . . . . . . ill SYLVAN DR Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - -- -- ---- ---------------- ------------- --------- - HAMILTON, STEVE BARNETTE CONSTRUCTION INC . 447-3 ATLANTIC BLVD . ATLANTIC BEACH FL 32233 ------------------------------------------------ - Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . TROPIC HEATING & AIR Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 3/23/04 Fee summary Charged Paid Credited ----Due- - ----- ---------- --------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN OWNERRESULT IN THE PROPERTY CE FOR BUILDING PAYING WHICH ARE PART OF THIS P RMITAND SUBJECT IMPROVEMENTS"ISSUED TO REVOCATION FOR VIOLATION OCCAB E PROVISION OF LW. PLANS BUILDING OFFICIAL CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 { " INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026940 Date 9/23/03 Property Address . . . . . . 113 SYLVAN DR Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----- ------------- ------ ------- ----------------- HAMILTON, STEVE BARNETTE CONSTRUCTION INC. 447-3 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 -------------------- -------------------------------- ------------------------ Permit MECHANICAL PERMIT Additional desc . . Sub Contractor . . TROPIC HEATING & AIR Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/23/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 01, BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 44V CITY OF ATLANTIC BEACH ~f MECHANICAL PERMIT APPLICATION Date: Ct Z3 03 Owner of Property: Job Address: Contractor: ro,Dio f fir�!� fl�r ✓ In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a tun hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION �'L Type of heating fuel: B Qr"Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural Central Utitiry s`7 oil BUILDING OR J Other-Specify IF YES,GIVE NUMBER OF CONSTRUCTION IV. PERMIT MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED ❑ Residential or _ Commercial (Provide complete list of components on buck of this form) Gil— Now Building D�4eat _Space _Recessed �mral _Floor Z) Existing Building O� Air Conditioning: Room ---central Ea-- Replacement of existing system D Ea--Duca System: Material Thickness New Installation(Na system previously C1 Refrigeration installed) ❑ Extension or add-on to existing system Maximum capacity efm D [mer_ P� S ifv ❑ Coaling tower: Capacity rpm D Fire sprinklers: Number of heads D Elevator: _ Manbft EsCz ) THIS SPACE FOR OFFICE CSF.ONLY D Gasoline pumps �' tator (Number(Numb) (Received) D Tanks (Number) D LPG containers (Nuff9w) Remarks D Unfired pressure vessel D Boilers Permit Approved by Date ❑ Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGEP kTION EQUIPMENT Number Urtica Desu p ion Model Number bianufacvurcr Calci Approving PD (Tans)�3.5 encu V HEATING-FURNACES,BOILERS,FIREPLACES Number Units 'P�qDescrwtton�1 Model Number ManOwturer Capaeit� Approving • �- rr+ (BTU)S•, Agency UL TANKS Flow Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. A gency 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800+Fax:(904)247-5845• htta-7www.cLatlantic-braciLn.us I/14!03 IN L1 -0 ' SN .. ` C-, r 0-4 ( m _ �M C7 o Wit FS t,)TJL f4 * St4 INc . T * � ra � �. J�1. CITY OF ATLANTIC BEACH JrJ 800 SEMINOLE ROAD } r� ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026263 Date 6/10/03 Property Address . . . . . . 109 SYLVAN DR Tenant nbr, name . . . . . . TEMP POLE 100AMP, 1PH, 3W, Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- HAMILTON LUKE BROS . ELECTRIC INC. 1622 HICKMAN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 725-9818 ------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- ----- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL l'P CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IK-10 20�e? IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER E CIAN SIGNAT v r OWNERS NAME: ADDRESS: UD BOX_ BLDG. S BETWEEN: RES.( ) APT.( COMM.( ) PUBLIC( ) INDUS.( ) NEW( OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( SIGNS( ) SQ.FT. SERVICE: NEW INCREASE( REPAIR CONDUCTOR SIZE AMPS: COPPER ALUM. FEES v SWITCH OR BREAKER AMPS PH WVOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS I 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I BELL TRANSF. AIR H.P.RATING H.P.RATING I CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS 11-7 P TRANSFORMERS: UNDER 600V OVER 600V NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA MA MOTOR SIZE I SWITCH FLASHERS EACH SIGN Updacod 5r2on0o2 r JJ� , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r�JJf31�'' Application Number . . . . . 03-00026000 Date 6/10/03 Property Address . . . . . . 109 SYLVAN DR Tenant nbr, name . . . . . . TRIPLEX 109, 111, 113SYLVAN Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 Owner Contractor ------------------------ ------------------------ SYLVAN DRIVE TOWNHOMES, LLL BARNETTE CONSTRUCTION INC. 3601 OCEAN DRIVE 447-3 ATLANTIC BLVD. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 246-5737 ------ Structure Information NEW 2 STORY TRIPLEX ----- Construction Type . . . . . TYPE VI ---------------- ------ ------------------------------------------------------ Permit PLUMBING PERMIT Additional desc 16 FIXTURES Sub Contractor EAGERTON PLUMBING CO. Permit Fee . . . . 147 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 147 . 00 147 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 147 . 00 147 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL o� 4 2G000 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /09-!H- 13 S,r OWNER OF PROPERTY: <Sfwt ,[l,cm J f j TEL. V4.5 479.2 PLUMBING CONTRACTOR: Eagerton Plumbing Co., Inc. CONTRACTOR'S ADDRESS: /093 N. rn,- D4 FF if je. Th iP, F!. zzaSY STATE LICENSE NUMBER: CFC032624 TEL. go y- 3 9e-6 96 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW .3 SINKS __SHOWERS /oZ LAVATORY .3 WATER HEATERS Cp BATH TUBS 3 DISHWASHERS URINALS DISPOSALS _CLOSETS -3 WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER 3 WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER X 3 q Z 7 TOTAL FIXTURES: L&P X$7.00 +$35.00= , s MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: A SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS —(904) 247-5826. CITY OF ATLANTIC BEACH i J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �1319`� Application Number . . . . . 03-00026264 Date 6/10/03 Property Address . . . . . . 111 SYLVAN DR Tenant nbr, name . . . . . . 15 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- HAMILTON, STEVE EAGERTON PLUMBING CO. 1093 N. MCDUFF JACKSONVILLE FL 32205 (904) 388-0761 --------------------------------------------------------- Permit . . . PLUMBING PERMIT . Additional desc . Permit Fee 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 t J BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL I,L � t 2too� t Co FeX1-�vcs CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Y / L)A N - np . OWNER OF PROPERTY: <Sixwe 4LA I f-wu TEL. IV43 -/79. PLUMBING CONTRACTOR: Eagerton Plumbing Co, Inc. CONTRACTOR'S ADDRESS: 6?-; N. me Ov FF 7-4l Fl, 31aS'/ STATE LICENSE NUMBER: CFCOZ2694 TEL. 9oY- 3 C-r-o 94 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW ,3 SINKS _3 SHOWERS /oZ. LAVATORY .3 WATERHEATERS _BATH TUBS .3 DISHWASHERS URINALS DISPOSALS _CLOSETS -3 WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER 3 WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER x 3 q7_7 TOTAL FIXTURES: '`/(p X$7.00 + $35.00= ' MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: - SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS —(904) 247-5826. It SS OF ATLANTIC BEACH ~` i) 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 V INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026265 Date 6/10/03 Property Address . . . . . . 113 SYLVAN DR Tenant nbr, name . . . . . . 15 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- HAMILTON, STEVE EAGERTON PLUMBING CO. 1093 N. MCDUFF JACKSONVILLE FL 32205 (904) 388-0761 -------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee 140 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ------ ---- --------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ori 2 X000 l c. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 169-M- 1/3 SX / u x N 7)R. OWNER OF PROPERTY: Sizo r g.co I 1-wN PLUMBING CONTRACTOR: Eagerton Plumbing Co,. Inc. CONTRACTOR'S ADDRESS:_ /693 N. me. Dv FF 4,,e. Th to F! j-za.S,/ STATE LICENSE NUMBER: CFC042624 TEL. 9oY- 3 8r-o 74 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW 3 SINKS _SHOWERS /oZ LAVATORY 3 . WATER HEATERS _BATH TUBS 3 DISHWASHERS URINALS DISPOSALS _CLOSETS .3 WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER 3 WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER X q Z7 00 TOTAL FIXTURES: ylp X$7.00 + $35.00= �' Q MINIMUM PERMIT FEE: $35.00 1 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS —(904) 247-5826. r V SA � jjof RECEIVED Cl Y OF A'i-ll..f,N'IC BEACH BUIL.DiNG &ZONNG � X �! ��'.� � �fig► © ri. ---.___ __ �_ JUN 0 2 2003 8Y' - en V 1 7-1 .;600 0 Li t co '��N I s i 14. ID + , �v APPROVED 'CITY OF ATLANTIC BEACH BUILDING OFFICE ED A 0 J 2003 CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 03-00026000 Date 5/29/03 Application Number . 109 SYLVAN DR Property Address . . . - Tenant nbr, name . . . . . . TRIPLEX 109, 111, 113SYLVAN Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 Owner Contractor ----- --------- _ _ - --- -- ---- SYLVAN DRIVE TOWNHOMES, LLL BARNETTE CONSTRUCTION INC . 3601 OCEAN DRIVE 447-3 ATLANTIC BLVD. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 -- (904) 246-5737 ----- Structure In NEW 2 STORY TRIPLEX Construction Type . . . . . TYPE VI --------- - - ------------------- ----------- --- -------------- ------------- --- Permit . . . . . . BUILDING PERMIT Additional desc . 680 . 00 Permit Fee 1360 . 00 Plan Check Fee . Issue Date . . . 5/28/03 Valuation . . . . 400000 Expiration Date . . 11/24/03 - -------- ___ -------------------- ------ Other Fees CITY RADON SURCHARGE 1 . 2 CAPITAL IMPROVEMENT 975 . 00 ST CONSTRUCTION SURCHARGE 23 . 03 AB CONSTRUCTION SURCHARGE 2 . 55 STATE RADON SURCHARGE 12 . 15 SEWER IMPACT FEES 3750 . 00 SEWER TAP FEES 1800 . 00 WATER IMPACT FEE 1560 . 00 WATER CONNECT/METER ONLY 1575 . 00 WATER CROSS CONNECTION 105 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- --- -------- -- Permit Fee Total 1360 . 00 1360 . 00 . 00 . 00 Plan Check Total 680 . 00 680 . 00 . 00 . 00 Other Fee Total 9804 . 00 9804 . 00 . 00 . 00 Grand Total 11844 . 00 11844 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER_ -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIO ATISSUED ION OFAPP IACCORDING AB ERO S ONS OF APPROVED W. PLANS BUILDING OFFICIAL MAY-28-2003 WED 01 :48 PM ATL, BCH, PUBLIC WORKS FAX NO. 904 247 5843 P U1 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE 6 •' ATLANTIC BEACH,FLORIDA 32233-4318 etY TELEPHONE;(904)247-5834 FAX: (904)247-5843 SUNCOM:852-5834 http�//Ci.atlantic-beach.fl.u6 PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # ( �-(oC)OO Applicant: Com?}-{-- Address: 10q JJ'-2 Project: � ��Y1/1 tcyl' �Q / o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. a Your permit application has been reviewed by the Public Works Department and the following items need attention: 1 - no Provide erosion control and sediment control plan. 2 . 00 Plans show a stormwater retention Swale, but no pipes under the driveways on Sylvan. (The stormwater there flows south r/ to the catch basin. ) 1 , nn 4 . Od Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904)247-5834. Reviewed by Robert S. Kosoy,P.E.,Director of Public Works Date Signature Contractor Notified Date FROM :GRANGER LUMBER AND HARDWARE FAX NO. :904-378-3311 May. 28 2003 04:2BPM P1 TRUSS INDEX COVER SHEET PROJECT IDENTIFICATION Granger Lumber Job Number: 11199R Builder Name: SYLVAN DRIVE TOWNHOMES & Hardware Job Address: 721 + 723 ATLANTIC BEACH 1180 Lano Ave. South Lot, 721 + 723 Subdivision: ATLANTIC BEACH Jacksonville, FI. 32205 County: DUVAL Model: 19041781.4119 FIIX:19041 798.0480 DESIGN CRITERIA Building Code: Florida Building Code (FBC) 2001_ Wind Design: ASCE7-98 per FBC 2001 Wind mph: 120 Occupancy Category: 2 Exposure Category: —_ C Opening Conditions: Partially Design Software: MiTek 2020—Version 5.0_ Total Roof Load: 42 psf - TCLL 20 TCDL 7 BCLL 10 BCDL 5 Total Floor Load: 55 psf TOLL 40 _TCDL 10 BCLL 0 BCDL__ 5 TRISS ID's: $tom Truax 1Y gty; ss ID: # -C , sa I 9 ea may; ss D: 1 7AO1 76 2A10 31 46 81 2 8A02 t7 —2;6 DA 32 ._ 47 82 3 1 A03 18 2 B01 33 46 63 4 1 A03 A 19 4.B02 34 49 64 5 1 A04 20 3 B03 35 so 65 6 1 A04A 21 6 CJ 1 36 51 GF 7 1 A05 22 12 CJ2 37 52 67 s 1 A05A 23 6 CJ3 38 53 68 9 1 A06 24 6 CJ5 39 54 69 10 1 A06A 25 9 EJ4 40 55 70 11 1 A07 28 32 EJ7 41 56 71 12 1 A07A 27 6 HJ4 42 57 72 13 2A08 28 3 HJ7 43 58 73 14 1 A09 29 3 .101 44 59 74 15 IA09A 30 45 80 75 With my embossed seal affixed to this sheet, I hereby certify that this serves as an index sheet in compliance with Rule 61G15-23.002 (2) and 61015-31.003 of the Florida Board of Profession En inners. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each component for any particular building is the responsibility of the av, Iav', * f Building Designer, per ANSI1_TPI 1-1995 Section 2. • No. 1710r,5 John Clark Weber, PE #17455 4 MAY 2 R 2003 This Index Package Contains 1210 Lane Ave. South STATE U4. _ 29 Truss Drawings. Jacksonville, FL 32205 ,e ° •'�0R1 � " , HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 May 28 2003 3:25pm Last Transaction Date Time Tye Identification Duration Pages Result May 28 3:24pm Received 904 378 3311 0:46 1 OK Schlueter, Jennifer From: Showman, Lisa Sent: Thursday, May 29, 2003 4:16 PM To: Schlueter, Jennifer Subject: #26000 FYI --Approved by PW. i CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET � SJ r Date: Address &y 0 2 74 'ee- E` Heated Square Footage / —@ $ per sq ft = $ Garage / Shed @ $ per sq ft= $ (� Carport/Porch � � @$ per sq ft= $_ e- Deck @$ per sq ft= $ fk . IDP Patio @ $ per sq $_ TOTAL VALUATION: $_ q6o $ (;ZL) 1s` $ 00 00 0 _ �3�0-0�� 40� Baa $ S o 0 Remah"g Value $ . per thousand o4ortion thereof CONSTRUCTION TYPE: ��_ TOTAL BUILDING FEE $ ZONING: + '/2 Filing Fee $ to FLOOD ZONE: X ( ) Fireplaces @$35.00 $ 'o - IMPERVIOUS SURFACE: J-n o BUILDING PERMIT FEE $ 7 0 y WATER IMPACT FEE $ / J^6 D SEWER IMPACT FEE $ ,1�d WATER METER/TAP $ �— CAPITAL IMPROVEMENT$ SEWER TAP $ a C,�.S�RADON HRS .0050 $ f •6 SECTION H PAVING ( ) $ —O CROSS CONNECTION $ d STS-//F) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE: 904 247-5834 iJ FAX:(904)247-5843 =' S3 SUNCOM: 852-5834 --� -r http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # f__/ a -- :2-(-0000 Applicant: Address: 1 �� \/a r-) Project: ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: 3 . 00 Provide erosion control and sediment control plan. _ __2_D_a Plans show a stormwater retention swale, but no pipes under the driveways on Sylvan. (The stormwater there flows south U to the catch basin. ) Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy,P.E., Director of Public Works Date Signature Contractor Notified Date `s r� I CITY OF A;—L Ei=ACH BUILDING & ZION ING CITY OF ATLANTIC BEACH MY 0 2 2003 BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: 2.03 Job Address: (� 2 22 � U Owner of Property: �L�l�til �t2-lJG- TOr'l� 1"l�h , L�- 1-107 Tele hone: 716-5-13-7 Address: 3�1 n(� vE ' � p Legal Description: Block Number: Lot Number: q21-1,.7_Zoning District: Contractor: Dn �t� TTS- , "� 4"^ State License Number: G l3C -3-5-7Z W Contractor's Address: �T(.i4t�t"r'1G �IVn �AALT_E o 'lT1G � Telephone: Vrq - q b 5q Fax: 2*7 ~ 174A Describe proposed use and work to be done:0k5['&A : —S DF :DC10 T Present use of land or building(s): VAULT Valuation of proposed construction: -:�3� Is approval of Homeowner's Association or other private entity required?t-4) If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. WYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. t Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. ?7A2.%-t n— A,-VTAC 1.1 r=b STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Page I e�. 4 long engineering detail,plans must contain the following information as �F A LA BEACH In addition to construction and engi g all re red information in a clear and legible ,BUILDING &ZONING required performed. Scale of drawings should be sufficient to depict a� with bearings and distances and the lei description. �'T Identify I Current survey showing the property boundary building height,number of stories__T Location of all structures,temporary and permanent,including setbacks, g any existing structures and uses. a re�nstruction topographical survey. i if required by the Department of public Works P jurisdictional wetlands,CCCL,natural water bodies. significant environmental features,including any J sidewalks, patios and other Impervious Surfaces. Swimmiug�oo�s_. Any » _ ___---- �,$: Impervious Surface area calculations: include driveways, may be excluded from total Impervious Surface. plications. VK,Other information as may be appropnate for individual ap provided with s plication is correct• I hereby certify that all i Date: Signature of owner: -- and examined this application and know the same to be true and correct. All provisions of the laws and I hereby certify that I have read tin of a permit does not presume to overrun this type of work will be complied with whether specified herein or not. The granting P manner,including the ordinances governing to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws m any give authority I understand that the issuance of this permit is contingent upon the governing of construction or the performance of construction of the property provided as required. above information being true and correct and that the plans and supporting data have been or shall be p Date: Signature of Contractor: ,2ca Address and contact information of person to receive all correspondence regarding this application (please print). Name: tl Mailing Address: E-Mail: Fax: Telephone: AS TO OWNER: Sworn to and subscribed before me this day of ;,�,tJ7 JState of Florida,Countyof Duval Notary's Signature* KAREN E.HEATON MY COMMISSION S CC 855961 0 Personally known ,'• EXPIRES:October 20,2003 �?orb°o' Bonded Thru Notary Public Underwriters roduced identification L Typpe of identification produced /L AS TO CONTRACTOR: rn/ ,20 6r, Sworn to and subscribed before me this 2 day of State of Florida,County of Duval Notary's Signature �sr ;�J'PG•., CHRISTINA M.MCiNTOSH D Personally known .- MY COMMISSION#DD 118462 _.: Produced identification s�-133 EXPIRES:April 24,2005 Bonded Thin Notary FuClic Underwriters Type of identification produced �.F�i i i0• 45 800 Seminole Road •Atlantic Beach, drip�32233- beach- 1l Telephone: (904)247-5800 .Fax: (904)247 Revised 1/14/03 Page 2 RECEIVED CITY OF ATLANTIC BEACH CI Y NTIC BEACH FLOOD PLAIN DEVELOPMENT INFORM & ZONING MAY 0 2 2003 Location: BY: Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agre comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordin c affecting t proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 1' r CITY OF ATLANTIC BEAC-H- RECEIVED ,, SS1 OLE ROAD 800 SEMIN CITY OF hTLAN7IC SC�CIa I 8UILD PSG & Z_CNAN- r A'T'LANTIC BEACH, FLORIDA 3223 4 INSPECTION PHONE LINE 247-5826 MAY 0 2 2003 3Y: Application Number . . . . . 03-00025858 ^at" 4/ 03 Property Address . . . . . . SYLVAN DR Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- OWNER --------------------------------------------------------- Permit TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/10/03 Valuation . . . . 0 --------------------------------------------------------- Special Notes and Comments REMOVE 20" OF PALM AND 65" OF PINE TO BE MITIGATED ON SITE WITH AN 18" PALM, A 19" PINE, A 6" PINE AND A 15" PINE; REMOVE 22" OF OAK TO BE MITIGATED WITH 11" OF OAK TO BE PLANTED IN THE CITY RIGHT OF WAY AT THE REAR OF LAUREL PLAZA ON STURDIVANT AVENUE. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHIt RARE PART OF THIS PFRrT AIT SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. x BUILDING OFFICIAL 1 ap Output Page 1 of 1 JAXGIS Property Information 197 sn `'- ~�-1 - I to ~ -X193 i$9 7+4+4 - _ 15S lei +4BD /4,,." iii �'' { 142 _ 126 1(3 124 �s to"1 r � sis `~ 14 1 SIS 460 469 i 541 Copyrig hi{C)2062 C Ay o'F Jacl®anvilk.FI Total at ap egal Flood ndUse ning E# Name Address Value cis ook net scrt tions one 1-2S-29E 170650 000 PAN AM INVESTMENTS INC 5390 .12 0 2 ALTAIR SEC 3 NO 2233 LOT 721 http://maps.coj.net/website/DuvalMaps/toolbar.asp 4/30/2003 ap Output Page 1 of 1 JAXGIS Property Information 1� 21 102 197 182 460 460 f _ 15$ -"`^-, 160 `^- „�--� 181 1+1: -_ r 3 tip_ r -�_144 142 124 ----. i*8 73 17 51 00 1 115 r{ 515 t{ 460 r35 460 451 45S Sol Copyrig ht JC)2008 City of Jackssnvill—' F1 Address Total Acres at 'Yap Eegallood LandUse oning E# ame Value ook nelone 170651 000 PAN AM INVESTMENTS INC 500 .11 0 622 3 NO 2233 http://maps.coj.net/website/DuvalMaps/toolbar.asp 4/30/2003 BP280U01 CITY OF ATLANTIC BEACH 5/29/03 Application Fee Calculations 15: 20: 53 Application number . . . : 03 00026000 Application type . . . . : TWO FAMILY RESIDENCE Address . . . . . . . . . . 109 SYLVAN DR Tenant number, name . . . . NEW 2 STORY TRIPLEX Fee type . . . . . . . . : WATER CONNECT/TAP & METER Type information, press Enter. Base fee . . . . . . . . . 00 Unit --- Per --- Qty Charge UOM or Mult Total . 0000 X 525. 0000 EA WT WATER TAP 3/4" . 00 . 0000 X 560 . 0000 EA WT WATER TAP 1" . 00 X 1090 . 0000 EA WT WATER TAP 1-1/2" . 00 . 0000 X 1150 . 0000 EA WT WATER TAP 2" . 00 X . 0000 EA WT WATER TAP 3" TURBIN . 00 . 0009 X . 0000 EA WT WATER TAP 3" COMPOUND . 00 Fee total . . . . F3=Exit F9=Change unit charges F12=Cancel BP28OU01 CITY OF ATLANTIC BEACH 5/29/03 Application Fee Calculations 15: 18 : 48 Application number . . . : 03 00026000 Application type . . . . : TWO FAMILY RESIDENCE Address . . . . . . . . 109 SYLVAN DR Tenant number, name . . . . NEW 2 STORY TRIPLEX Fee type . . . . . . . . : WATER CONNECT/METER ONLY Type information, press Enter. Base fee . . . . . . . . 1575. 00 Unit --- Per --- Qty Charge UOM or Mult Total . 0000 X 85. 0000 EA WM WATER METER 3/4" . 00 . 0000 X 145. 0000 EA WM WATER METER 1" . 00 . 0000 X 250 . 0000 EA WM WATER METER 1-1/2" . 00 . 0000 X 380 . 0000 EA WM WATER METER 2" . 00 . 0000 X 450 . 0000 EA WM WATER METER 3" TURBIN . 00 . 0000 X 1070 . 0000 EA WM WATER METER 3"COMPOUND . 00 Fee total . . . 1575. 00 F3=Exit F9=Change unit charges F12=Cancel BP28OU01 CITY OF ATLANTIC BEACH 5/29/03 Application Fee Calculations 15:22:55 Application number . . . 03 00026000 Application type . . . . TWO FAMILY RESIDENCE Address . . . . . . . . . 109 SYLVAN DR Tenant number, name NEW 2 STORY TRIPLEX Fee type . . . . . . . . CAPITAL IMPROVEMENT Type information, press Enter. Base fee . . . . . . . . .00 Unit --- Per --- Qty Charge UOM or Mult Total 3.0000 X 325.0000 EA CI CAPITAL IMPV SFR 3/4" 975.00 .0000 X 50.0.0000 EA CI CAPITAL IMP 1ST 2 UNIT .00 .0000 X 90.0000 EA CI CAP IMP EA ADDTL UNIT .00 .0000 X 550.0000 EA CI CAPITAL IMP 1" SERVICE .00 .0000 X 1075.0000 EA CI CAP IMP 1-1/2" SERVICE .00 .0000 X 1725.0000 EA CI CAPITAL IMP 2" SERVICE .00 Fee total . . . 975.00 F3=Exit F9=Change unit charges F12=Cancel O ° r z0 ---rrr111 a En to g 9 M .3r n a � ma��wasn�anYc�a�oo ^ �Sasay�ya�n yHos�ym � i b MI .n � p � v H Dao G'aaan�DoaDv�n c m 2 •*f� .nom rn E �d� ��.3 ow '*fn � 'b oril r 0 0 H 0 o en o^] low'O o o •O V q �.W ^ yG.ink 0—� � o ?rt s R° �• 'S =4D n n S .. 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Hamilton 904-246-3785 p. 1 �- 3 February 25, 2003 Mr. Don Ford AL City of Atlantic Beach L c n p Atlantic Beach, Florida 32233 Via Fax 24 7-584 5 Dear Don, At your earliest convenience 1 would appreciate it if you could provide me with a breakdown of tap fees, impact fees and other permitting costs required by the City relative to the construction of a three unit, town home project consisting of two story 1,650 square foot units. We are in the process of developing a budget for this project and we greatly appreciate your assistance. Sincerely, iVt Stephen Hamilton 4j53-1772 ��/� OW Fax 246-5737 ,C wr nFI �c, 3 '? _J 0 3 WATER IMPACT FEE WORKSHEET ADDRESS: � V (Zp i L)A-,Oj r 4 V# hl T/L ,t- DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 .�- Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower g f Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 I S' Drinking fountain/Icemaker yz , Floor drains 2 Hose bib 1 ?i 2-- Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 �- Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 1 2 Urinal 4 Urinal, 1 gallon per flush or less~ 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 I `7 Water closet, private installation 4 Water closet, public installation g TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ Z Q �,t.raat R E C - ! V D E v—' J CITY OF A:TLAiV71C BEACH CITY OF ATLANTIC BEACH MAY 0 2 200 BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND i DUPLEX CONSTRUCTION) ----------- Date: 2.03 Job Address: (� 2� 22 �/C C� (�%a _ Owner of Property: �'(L�lAIJ �t2.IyC TOMG1-�t�lE.� LLG._ Address: 3(,01 &C,6,l .ka=J1JJe &EA,-1-1 ��Telephone: 2�-5-(31 Legal Description: Block Number: Lot Number: q2,1-12.2 Zoning District: Contractor: Otl TTS�.�Lr,nEc 4��,�` State License Number: G t3� , s 7z 7/ Contractor's Address: n-Mdress: 4h1 ATLAr r, e1\111 �)(A ITE 1G 5EACk+ � Telephone: A—q - q 6 501 Fax: 2*7 — 774A Describe proposed use and work to be done: CLgt 12lA=Cr-1 OFF TV A0 n022-Y "[121'DL2( Present use of land or building(s): VA42,r - Valuation of proposed construction: �33E:��b Is approval of Homeowner's Association or other private entity required? r,10 If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. WYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. t Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction n, topographical survey or grading plan is required (If not required, written verification must be provided with this application.) (20H?.- D The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. ?Td2J.-t 1717 ATTA4, -e—b STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 c► vu©tk gym___--i engineer sufficient detail,plans must contain the following information as Appropcl�te r Pf ,( g — rr' �C' I In addition to construction and g E' iI_.tlilav :A r�N t'+v j performed. Scale of drawings should be sufficient to depict all required information in a clear and legible R1?m3ed';F A.LAI. : %1. Current survey showing the property boundary with bearings and distances and the legal descripapn. � t rTdentify permanent,including setbacks,building height,number'I f stories a(�1o G�J I Location of all strictures,temporary and pe i-� any existing structures and uses. apre-construction topographical survey. If required by the Department of Public WorksI vA'Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water body Surfaces. Swimmin�p �s Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervv i may be excluded from total Impervious Surface ----� -- 1�Other information as may be appropriate for individual applications. I hereby certify that all informals provided with s plication is correct. r / Date: 6'S C Signature of owner: i that I have ead and examined this application and know the same to be true and correct. All provisions of the laws and I hereby certify ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to ces,or laws in any including the eve authority to violate or cancel the provisions of any federal,state or local rules, der�and that the issuance of this permit is contingent t upon the governing of construction or the performance of construction of the property.ia have been or shall be provided as required. above information being true and correct and that the plans and supporting Date: Signature of Contractor: 2:5 l Address and contact information of person to receive all correspondence regarding this application (please print). TC Name: Mailing Address: Fax: E-Mail: Telephone: AS TO OWNER: Sworn to and subscribed before me this 20 day of c�i� ��y , j . State of Florida,County of Duval J I�//,/ Notary's Stgn ature:l �� ,gid:'=� • KAREN E.HEATON MY COMMISSION#CC 855961 EXPIRES:October 20,2003 F1 Personally known •N�?o1 s°`' Bonded Thru Nota Public Underwriters Notary Produced identification Type of identification produced L AS TO CONTRACTOR: day of 20 Sworn to and subscribed before me this ' �J State of Florida,County of Duval Notary's Signature tiY'p� fOSH CHRISTINA M.MCINPersonally known MY COMMISSION#DD 118462 ❑ EXPIRES:April 24,2005 Produced identification /,, ",e••'c�• Bonded Thru Notary Public UnderwritersType of identification produced X1053—�3 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl•itsRevised 1/14/03 Page 2 CITY OF ATLANTIC BEA RECEIVED ``. 800 SENIINOLE ROAD CITY OF ATLANTIC BEACH r� ATLANTIC BEACH, FLORIDA 322 3 BUILDING & ZONING INSPECTION PHONE LINE 247-5826 MAY 0 2 2003 Application Number . . . . . 03-00025858 ---- 03 Property Address . . . . . . SYLVAN DR Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OWNER -------------------------------------------------------------------------- Permit TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee .00 Issue Date . . . . 4/10/03 Valuation . . . . 0 --------------------------------------------------------------------------- Special Notes and Comments REMOVE 20" OF PALM AND 65" OF PINE TO BE MITIGATED ON SITE WITH AN 18" PALM, A 19" PINE, A 6" PINE AND A 15" PINE; REMOVE 22" OF OAK TO BE MITIGATED WITH 11" OF OAK TO BE PLANTED IN THE CITY RIGHT OF WAY AT THE REAR OF LAUREL PLAZA ON STURDIVANT AVENUE. Fee summary Charged Paid Credited Due ---- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS ARE PART III PITATSUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Wlyt BUILDING OFFICIAL DEPARTMENT OF PUBLIC WORKS SANDPIPER D 32ATLANTIC BEACH,FLORIDA 233-4318 TELEPHONE:(904)247-5834 t S) FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us 6y, PLAN REVIEW COMMENTS FROM THE C� PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: -Isc 0�5(-OOEA e . Address: 109 , 1 3 5-u 1 1 Project: ❑ Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: or , s A1,1 o 4ti3 a /� A-)a�. etC�;s�i`h� Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed y Donna Kaluzniak, Public Utilities Director 0-2 Date Signature Contractor Notified Date f— 3 rpt 1t1>•1t �c RECEIV ` D 3F A.--;LAi\iTt HAC;H CITY OF ATLANTIC BEACH hlAY" 0 2 2003 r BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: 6.. 2•03 Job Address: L,(7�-' 2 I 22 J��C d P(J - Owner of Property: !; v Oi�..tv�. Tor-lit-4or.-tom LL.G_ Address: 3(e01 � ka� 116 �h Telephone: Legal Description: Block Number: Lot Number: r(Z Zoning District: Contractor: State License Number: G Ge eIT7z 7/ Contractor's Address: 4+1 ATL At TIC, 50 f)(A L-n-2— .d►.1jIG CA* � Telephone: 4q - q 15-6q Fax: 2*7 — '7 74-4- Describe proposed use and work to be done: A -r(Cr--� D F' Present use of land or building(s): VA4A.JT Valuation of proposed construction: ;"3-1� � Is approval of Homeowner's Association or other private entity required?ISL If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑NO. Applicant certifies that no change in site grade or fill material will be used on this project. [AYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. R'Y'ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. l Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required (If not required, written verification must be provided with this application_) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. '`fib t rr- A TTPC STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.cLatiantic-beach.fl.us Page 1 Revised 1/14/03 o aie,fir the type o�wstftk��ing in addition to construction and engineering detail,plans must contain the following information as'appy pry` _ performed. Scale of drawings should be sufficient to depict all required information in a clear and legibie P' F qT�ti E; ,UC i nIrJG u- ZO^l+^�G moi. Current survey showing the property boundary with bearings and distances and the legal description. � ,� : �° r ✓� Location of all structures,temporary and permanent,including setbacks,buildingheight,number, fy 'of stories 1 f to it Identi and uses. I / any existing structureshical survey. If required by the Department of Public Works,apre-construction topographical jurisdictional wetlands,patios and other Im hylas Surfaces. Swimmiu�pools Any significant environmental features includingany �. Impervious Surface area calculations: include driveways, sidewalks, p > may be excluded from total Impervious Surface. Other information as may be/apppropriate for individual applications. I hereby certify that all�nformaho 7ov' ded with s plication is correct. ` � Date: �i� �/�C Signature of owner: I hereby certify that I have ead and examined this application and know the sa�meoe true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specifiin or not. The granting of a permit does not presume to ed here give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Date: off- 2- c' 3 Signature of Contractor: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Fax: E-Mail: Telephone: AS TO OWNER: da of ��y ,20 C� . Sworn to and subscribed before me this y State of Florida,County of Duval i nature:l KAREN E.HEATON Notary's Signature- KAREN g MY COMMISSION#CC 855961 EXPIRES:October 20,2003 ❑ Personally known Bonded Thru Notary Public Underwriters Produced identification r Type of identification produced AS TO CONTRACTOR: (� ,20 v�1 . Sworn to and subscribed before me this day of State of Florida,County of Duval Notary's Signature CHRISTINA M.MCIYfOSH ❑ Personally known Rrc. '•,- MY COMMISSION#DO 118462 EXPIRES:April 24,2005 Produced identification t3ondedmuNoc®ry!'ubiicunderwrtters Type of identification produced �J(053-� 3 - --3 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.tisRevised 1/14/03 Page 2 CITY OF ATLANTIC BEAI - --- ss� i RECt= Iv' EL�-- - -j 800 SEMINOLE ROAD ( C1( OF AT(_„h7(C BCA.CH I "r ATLANTIC BEACH, FLORIDA 32233 ZCNd RG INSPECTION PHONE LINE 247-5826 MAY 0 2 2003 r ��r I L �. Application Number . . . . . 03-00025858D ---4/ 03 Property Address . . . . . . SYLVAN DR Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 0 Owner Contractor ------------------------ ------------------------ OWNER ----------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/10/03 Valuation 0 ----- ------------------------------------------------ Special Notes and Comments REMOVE 20" OF PALM AND 65" OF PINE TO BE MITIGATED ON SITE WITH AN 18" PALM, A 19" PINE, A 6" PINE AND A 15" PINE; REMOVE 22" OF OAK TO BE MITIGATED WITH 11" OF OAK TO BE PLANTED IN THE CITY RIGHT OF WAY AT THE REAR OF LAUREL PLAZA ON STURDIVANT AVENUE. Fee summary Charged Paid Credited Due -- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OFgTHISP, T AIS SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL FORM 60OA-2001 FLORIDA ENERGY EFFICIENCYBEACH FOR BUILDING CONSTRUCTION jG &ZONING Florida Department of Community Affai i MAY 0 2 2003 Residential Whole Building Performance l ethod A Projectame: Sylvan Drive Townhomes Builder: BY: Address: Lts 721 & 722 Sect. 3 Saltair Permitting ffice___�_.Atlantic Beach _ City, State: Atlantic Beach, FI Permit Number: I Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap:42.0 kBtu/hr 3. Number of units,if multi-family 3 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1706 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 224.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types a. Raised Wood R=19.0,261.0 ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation,0 R=0.0,93.6 ft2 c. 1 Others 61.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=19.0,499.0 ft2 _ EF:0.91 _ b. Frame,Wood,Exterior R=19.0,926.0 ft2 _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1061.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret: Unc. AH:Interior Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as-built points: 24948 PASS Total base points: 25654 I hereby certify that the plans and specifications covered Review of the plans and ZHE ST by this calculation are in compliance with the Florida specifications covered by this yoF Energy Code. calculation indicates compliance nn with the Florida Energy Code. Q a PREPARED BY: Before construction is completed `j . v DATE: �athis building will be inspected for hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. D OWNER/AGENT: BUILDING OFFICIAL: `- DATE: DATE: S / `/• o� EnergyGauge®(Version: FLR1 PB v3.22) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lts 721 & 722 Sect. 3 Saltair, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1706.0 20.04 6153.9 Single, Clear W 3.0 14.0 6.0 40.92 0.94 230.5 Single, Clear W 3.0 18.0 8.0 40.92 0.97 317.6 Single, Clear E 3.0 16.0 36.0 44.69 0.96 1540.6 Single, Clear E 3.0 19.0 54.0 44.69 0.97 2351.2 Single, Clear W 3.0 6.0 60.0 40.92 0.73 1792.1 Single, Clear E 3.0 6.0 60.0 44.69 0.73 1945.4 As-Built Total: 224.0 8177.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 19.0 499.0 0.90 449.1 Exterior 1425.0 1.70 2422.5 Frame,Wood, Exterior 19.0 926.0 0.90 833.4 Base Total: 1425.0 2422.5 As-Built Total: 1425.0 1282.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.1 6.10 122.6 Exterior 20.1 6.10 122.6 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.2 166.0 As-Built Total: 38.2 166.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1061.0 1.73 1835.5 Under Attic 30.0 1061.0 1.73 X 1.00 1835.5 Base Total: 1061.0 1835.5 As-Built Total: 1061.0 1835.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 93.6(p) -37.0 -3463.2 Slab-On-Grade Edge Insulation 0.0 93.6(p) -41.20 -3856.3 Raised 322.0 -3.99 -1284.8 Raised Wood,Adjacent 19.0 261.0 0.40 104.4 Raised Wood, Post or Pier 19.0 61.0 0.77 46.7 Base Total: -4748.0 As-Built Total: 415.6 -3705.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1706.0 10.21 17418.3 1706.0 10.21 17418.3 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lts 721 & 722 Sect. 3 Saltair,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 23248.2 Summer As-Built Points: 25174.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 25174.6 1.000 (1.090 x 1.147 x 0.91) 0.341 1.000 9775.3 23248.2 0.4266 9917.7 25174.6 1.00 1.138 0.341 1.000 9775.3 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lts 721 & 722 Sect. 3 Saltair, Atlantic Beach, F1, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1706.0 12.74 3912.2 Single, Clear W 3.0 14.0 6.0 23.35 1.02 142.4 Single, Clear W 3.0 18.0 8.0 23.35 1.01 188.3 Single, Clear E 3.0 16.0 36.0 21.24 1.02 779.9 Single, Clear E 3.0 19.0 54.0 21.24 1.01 1163.2 Single, Clear W 3.0 6.0 60.0 23.35 1.08 1518.3 Single, Clear E 3.0 6.0 60.0 21.24 1.12 1427.3 As-Built Total: 224.0 5219.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 19.0 499.0 2.20 1097.8 Exterior 1425.0 3.70 5272.5 Frame,Wood, Exterior 19.0 926.0 2.20 2037.2 Base Total: 1425.0 5272.5 As-Built Total: 1425.0 3135.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.1 12.30 247.2 Exterior 20.1 12.30 247.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.2 455.3 As-Built Total: 38.2 455.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1061.0 2.05 2175.1 Under Attic 30.0 1061.0 2.05 X 1.00 2175.1 Base Total: 1061.0 2175.1 As-Built Total: 1061.0 2175.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 93.6(p) 8.9 833.0 Slab-On-Grade Edge Insulation 0.0 93.6(p) 18.80 1759.7 Raised 322.0 0.96 309.1 Raised Wood,Adjacent 19.0 261.0 2.20 574.2 Raised Wood, Post or Pier 19.0 61.0 0.88 53.4 Base Total: 1142.2 As-Built Total: 415.6 2387.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 1706.0 -0.59 -1006.5 1706.0 -0.59 -1006.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lts 721 & 722 Sect. 3 Saltair, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 11950.6 Winter As-Built Points: 12365.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12365.4 1.000 (1.069 x 1.169 x 0.93) 0.501 1.000 7206.6 11950.6 0.6274 7497.8 12365.4 1.00 1.162 0.501 1.000 7206.6 EnergyGaugeT' DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lts 721 & 722 Sect. 3 Saltair, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9918 7498 8238 25654 1 9775 7207 7966 24948 PASS O�111E S l�COD EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lts 721 & 722 Sect. 3 Saltair, Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at theperimeter,at_penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 112"clearance&3"from insulation; or Type IC rated with <2.0 cfm from conditioned space,tested._ ___ Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.9 The higher the score,the more efficient the home. Lts 721 & 722 Sect. 3 Saltair, Atlantic Beach, Fl, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:42.0 kBtu/hr 3. Number of units,if multi-family 3 - SEER: 10.00 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1706 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 224.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 d.Tint/other SHGC-double pane 0.0 ft2 b.N/A 8. Floor types a. Raised Wood R=19.0,261.0 ft2 _ c. N/A b. Slab-On-Grade Edge Insulation,0 R=0.0,93.6 ft2 c. 1 Others 61.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=19.0,499.0 ft2 _ EF:0.91 b. Frame,Wood,Exterior R=19.0,926.0 ft2 _ b.N/A _ c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1061.0 ft2 _ 15. HVAC credits b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,150.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�zHE Sr4 in this home before final inspection.Otherwise,a new EPL Display Card will be completed _ o� based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: r�cOD4%) w>r *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar"ydesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fseaucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRIPB v3.22) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904287-5339 Fax:904-287-1258 Email:energydesign@attbi,com i Information For: Sylvan Drive Townhomes-end unit Lt 721 &722 Sect. 3 Saltair,Atlantic Beach, FI Notes: Desig i Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 37648 Btuh Structure 35839 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 37648 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 35122 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1610 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4430 Btuh Area (ft2) 1706 1706 Total latent equip. load 6040 Btuh Volume (ft3) 17316 17316 Air changes/hour 0.80 0.40 Total equipment load 41162 Btuh Equiv. AVF (cfm) 231 116 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 1917 cfm Actual cooling fan 1917 cfm Heating air flow factor 0.051 cfm/Btuh Cooling air flow factor 0.053 cfm/Btuh Space thermostat Load sensible heat ratio 86 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. g�t• wr-jghtsoft Right-Suite ResidentialTM 5 066 RSR29784 2003-Apr-24 12:39:00 C:\Documents and Settings\customerWy Documents\Wnghtsoft\Sylvan Drive Townhome.rsr Page 1 RIGHT-J SHORT FORM Entire House Energy Design Systems 1065 Oak Vale Rd,Jacksonville,Fl 32259 Phone.904-287-5339 Fax 904-287-1258 Email energydesign@attbi.com ......... ... .......... Project Information: For: Sylvan Drive Townhomes-end unit Lt 721 &722 Sect. 3 Saltair,Atlantic Beach, FI "Fils Htg Cig Infiltration Outside db('F) 32 93 Method Simplified Inside db ('F) 72 72 Construction quality Average Design TD (oF) 40 21 Fireplaces 0 Daily range - M Inside humidity 50 Moisture difference (gr/lb) 56 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temperature rise 0 'F Total cooling 0 Btuh Actual heating fan 1917 cfm Actual cooling fan 1917 cfm Heating air flow factor 0.051 cfm/Btuh Cooling air flow factor 0.053 cfm/Btuh Space thermostat Load sensible heat ratio 86 % ROOM NAME Area Htg load CIg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1st Floor 725 19467 17170 991 918 2nd Floor 981 18181 18669 926 998 Entire House d 1706 37648 35839 1917 1917 Ventilation air 0 0 Equip. @ 0.98 RSM 35122 Latent cooling 6040 TOTALS 1706 37648 41162 1917 1917 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvri(jhtS(:>ft Right-Suite Residential—5.0.66RSR29784 2003-Apr-24 12 39 00 ACC* C kDocuments and Settings\customerWy Documents\WrightsoffiSylvan Drive Townhome rsr Page 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J3 ATLANTIC BEACH,FLORIDA 32233-5445 } TELEPHONE: (904)247-5800 FAX: (904)247-5805 .j SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIE`N. COMMENTS Permit Application # - ' U 0 0 Applicant: S I/nt flc- Address: 109 1 1 Project: `t`-i o' Your application is approved o Your permit application has been reviewed and the ioilowing items need attention: Please re-submit your application when these items have been completed. Reviewed by 6-3 o Signed ate Contractor Notified Date c J ,m CITY OF ATLANTIC BEACH' FLOOD PLAIN DEVELOPMENT INFORMA-` f0Pi ,' Z6 N,EAC-- i' ' MAY U 2 2003 Location: y(- u Type of Development: Zrf rtO c —x — S o N F BY: Flood Zone: Required Lowest Floor Elevation: F. J� If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agre comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ord' c/affecting t proposed development. Applicant's Signature: l�/G�iv� �v Date: Department Use: Required lowest floor elevation: S As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 o ate e ofvK k ing� In addition to construction and engineering detail,plans must contain the following information as appy pry_` o �` ,i J J' ri pI L a l_Cr�... performed. Scale of drawings should be sufficient to depict all required information in a clear and legible maozaet? r "FAC Current survey showing the property boundary with bearings and distances and the legal description• f t Identify I g gh rI —+.J �° �v I JI Location of all structures,temporary and Permanent,including setbacks, building hei t,number',i stories aqd s / any existing structures and uses. hical survey. ./3. If required by the Department of Public Works,apre-��ct1 topographical CCCL,natural water bodies- Any I v4'Any significant environmental features includingany j patios and other impervious Surfaces. Swimmin"pools Impervious Surface area calculations: include driveways, sidewalks, p may be excluded from total Impervious Surface. l�Other information as may be appropriate for individual applications. that all information provided with s plication is correct. I hereby certify o Date: Signature of owner: ` I hereby certify that I have ead and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to nn ces,or laws in any give authority to violate or cancel the provisions of any federal,state or local rnlu�riderstand that the is,regulations, suance of this permit is contingent udingthe upon the governing of construction or the performance of construction of the property. I above information being true and correct and that the plans and supporting data have been or shall be provided as required. / Date: 05 -U '0 3 Signature of Contractor. Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Fax: E-Mail: Telephone: AS TO OWNER: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature- KAREN E.HEATON " .= MY COMMISSION 8 CC 855961 EXPIRES:October 20,2003 ❑ Personally known '•?'or';°:' Bonded Th.Notary Public Underwriters -IBIProduced identification Type of identification produced AS TO CONTRACTOR: Z day of 20 Sworn to and subscribed before me this i �i ' State of Florida,County of Duval Notary's Signature P� CHRISTINA M.MCINTOSH ❑ Personally known MY COMMISSION#D1)118462 EXPIRES:April 24,2005 Produced identification Type of identification produced 6&OJ`3 —�3 '•'.',F oc �N Bonded Thru Notary PUCUc Undenvnters 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.usRwised 1/14/03 Page 2